Treated biochar for use in water treatment systems

ABSTRACT

A method and system is provided for treating water to remove contaminants using treated biochar placed in the water flow pathway of a water treatment process. The system further includes the further treatment of the treated biochar after its use in the water treatment process for use in agricultural or animal applications.

RELATED APPLICATIONS

This application is a continuation of U.S. patent application Ser. No. 15/641,040, filed on Jul. 3, 2017, which claims priority to U.S. Provisional Patent Application Ser. No. 62/357,668 filed on Jul. 1, 2016 and U.S. Provisional Patent Application Ser. No. 62/432,253 filed on Dec. 9, 2016; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/612,784, filed on Jun. 2, 2017 (now U.S. Pat. No. 10,696,603), which claims priority to U.S. Provisional Patent Application No. 62/344,865 filed on Jun. 2, 2016; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/419,976 filed on Jan. 30, 2017 (now U.S. Pat. No. 9,980,912), which claims priority to U.S. Provisional Patent Application No. 62/288,068, filed Jan. 28, 2016; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/423,563, filed on Feb. 2, 2017 (now U.S. Pat. No. 10,322,389), which claims priority to U.S. Provisional Patent Application No. 62/290,026, filed on Feb. 2, 2016; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/393,176, filed on Dec. 28, 2016 (now U.S. Pat. No. 10,118,870), which claims priority to U.S. Provisional Patent Application No. 62/271,486 filed on December 28, U.S. Provisional Patent Application No. 62/290,285 filed on Feb. 2, 2016, U.S. Provisional Patent Application No. 62/344,865 filed on Jun. 2, 2016 and U.S. Provisional Patent Application No. 62/432,253 filed on Dec. 9, 2016; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of claims priority of U.S. patent application Ser. No. 15/393,214, filed on Dec. 28, 2016, which claims priority to U.S. Provisional Patent Application No. 62/271,486 filed on Dec. 28, 2015, U.S. Provisional Patent Application No. 62/290,285 filed on Feb. 2, 2016, U.S. Provisional Patent Application No. 62/344,865 filed on Jun. 2, 2016 and U.S. Provisional Patent Application No. 62/432,253 filed on Dec. 9, 2016; U.S. patent application Ser. No. 15/641,040 is also a continuation-in-part of U.S. patent application Ser. No. 15/385,462, filed on Dec. 20, 2016, which is a continuation of U.S. patent application Ser. No. 14/286,261, filed on May 23, 2014 (now U.S. Pat. No. 9,527,780), which claims priority to U.S. Provisional Patent Application No. 61/827,257, filed on May 24, 2013; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/350,920 filed on Nov. 14, 2016 (now U.S. Pat. No. 10,093,588), which is a continuation of U.S. patent application Ser. No. 14/385,986 filed on Dec. 23, 2014 (now U.S. Pat. No. 9,493,380), which is a 371 national stage filing of PCT US12/39862 filed on May 29, 2012, which is a continuation of U.S. patent application Ser. No. 13/154,213 filed on Jun. 6, 2011, (now U.S. Pat. No. 8,317,891); U.S. patent application Ser. No. 15/641,040 is also a continuation-in-part of U.S. patent application Ser. No. 15/348,464, filed on Nov. 10, 2016 (now U.S. Pat. No. 10,273,195), which is a continuation of U.S. patent application Ser. No. 13/798,001, filed on Mar. 12, 2013 (now U.S. Pat. No. 9,493,379), which is a continuation-in-part of U.S. patent application Ser. No. 13/416,839, filed on Mar. 9, 2012 (now U.S. Pat. No. 8,430,937), which is a continuation of U.S. patent application Ser. No. 13/189,709, filed on Jul. 25, 2011 (now U.S. Pat. No. 8,568,493); U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 15/268,383, filed on Sep. 16, 2016, which claims priority to U.S. Provisional Patent Application No. 62/219,501, filed on Sep. 16, 2015; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part application of U.S. patent application Ser. No. 15/184,325, filed on Jun. 16, 2016, which claims priority to U.S. Provisional Patent Application No. 62/180,525, filed on Jun. 16, 2015; U.S. patent application Ser. No. 15/641,040 is also a continuation-in-part of U.S. patent application Ser. No. 15/167,147, filed on May 27, 2016 (now U.S. Pat. No. 9,963,650), which is a continuation of U.S. patent application Ser. No. 14/036,480, filed on Sep. 25, 2013 (now U.S. Pat. No. 9,359,268), which is a continuation of U.S. patent application Ser. No. 13/189,709, filed on Jul. 25, 2011 (now U.S. Pat. No. 8,568,493); U.S. patent application Ser. No. 15/641,040 is also a continuation-in-part of U.S. patent application Ser. No. 15/156,256, filed on May 16, 2016 (now U.S. Pat. No. 9,809,502), which claims priority to U.S. Provisional Patent Application No. 62/162,219, filed on May 15, 2015; U.S. patent application Ser. No. 15/641,040 is also a continuation-in-part of U.S. patent application Ser. No. 14/873,053 filed on Oct. 1, 2015 (now U.S. Pat. No. 10,252,951), which claims priority to U.S. Provisional Patent Application No. 62/058,445, filed on Oct. 1, 2014, and U.S. Provisional Patent Application No. 62/058,472, filed on Oct. 1, 2014; U.S. patent application Ser. No. 15/641,040 is a continuation-in-part of U.S. patent application Ser. No. 14/976,304, filed Dec. 21, 2015 (now U.S. Pat. No. 9,944,538), which is a continuation of Ser. No. 14/063,350, filed on Oct. 25, 2013 (now U.S. Pat. No. 59,216,916). All of the above listed applications and/or patents are incorporated in their entirety by reference in this application.

FIELD OF INVENTION

The invention relates to a biochar product that may be used in connection with water treatment processes.

BACKGROUND

According to the U.S. Environmental Protection Agency, nutrient pollution, which can be caused by excess nitrogen, phosphorus, and other chemicals or synthetic plant nutrients in the air and water, is one of America's most widespread, costly and challenging environmental problems.

Both nitrogen and phosphorus support the growth of algae and aquatic plants, which provide food and habitat for fish, shellfish and smaller organisms that live in water. But when too much nitrogen and phosphorus enter the environment—usually from a wide range of human activities—the air and water can become polluted. Nutrient pollution has impacted many streams, rivers, lakes, bays and coastal waters for the past several decades, resulting in serious environmental and human health issues, and impacting the economy.

As an example, too much nitrogen and phosphorus in the water causes algae to grow faster than ecosystems can handle. Imbalances in other nutrients can cause significant disruptions to aquatic ecosystems also by disturbing natural equilibria and shifting the balance of plant or microbial life away from what it has previously been. Significant increases in algae harm water quality, food resources and habitats, and decrease the oxygen that fish and other aquatic life need to survive. Large growths of algae are called algal blooms and they can severely reduce or eliminate oxygen in the water, leading to illnesses in fish and the death of large numbers of fish. Some algal blooms are harmful to humans because they produce elevated toxins and bacterial growth that can make people sick if they come into contact with polluted water, consume tainted fish or shellfish, or drink contaminated water.

Nutrient pollution in ground water—which millions of people in the United States use as their drinking water source—can be harmful, even at low levels. Infants are particularly vulnerable to nitrates in drinking water—a form of nitrogen.

Some forms of carbonaceous material (charcoal, activated charcoal, coal and carbonaceous composite substrates) have been commonly used in treating water or waste water. More recently the use of biochar has also emerged as an economical and efficient way to remove nutrients and other contaminants from wastewater, including trace organic compounds, heavy metals, hormones, antibiotics and pathogens. Activated carbon, also known as activated charcoal, is very commonly used in water treatment to adsorb contaminants, particularly organic chemicals, due to its extremely high porosity and thus a very high surface area which is available for adsorption or chemical reactions. Activated carbon is typically made from bituminous coal, lignite coal, coconut shell, or wood. The first step to making activated charcoal in a two-step process is to make charcoal by heating the material in a low oxygen atmosphere to very high temperatures, typically 600-900° C., the second step is to activate it using one of two methods—hot gas activation or chemical activation. If hot gas activated, the charcoal is heated to even higher temperatures, typically at 600-1200° C., while being exposed to steam or oxygen. Chemical activation typically uses an acid, strong base, or salt at temperatures between 450-900° C. Typical identifying characteristics of activated carbon are very high fixed carbon concentration of about 85% or more and very high surface areas over 500 m²/g, and often over 1000 m²/g. While activated carbon can be re-used, it generally requires solvent washes and/or reheating to high temperatures with steam to remove the adsorbed contaminants. Using biochar provides an alternative to activated carbon that requires less energy in its production (pyrolyzing/activating) and has more options for its use/re-use following water treatment.

Biochar has been known for many years as a soil enhancer. Biochar is defined by the International Biochar Initiative (“IBI”) as “a solid material obtained from thermochemical conversion of biomass in an oxygen-limited environment. Biochar can be used for a range of applications as an agent for soil improvement, improved resource use efficiency, remediation and/or protection against particular environmental pollution and as an avenue for greenhouse gas (GHG) mitigation. In addition, to be recognized as biochar, the material must pass several material property definitions that relate both to its value (e.g., H/Cor_(g) ratios relate to the degree of charring and therefore mineralization in soil) and its safety (e.g., heavy metal content).”

Biochar is defined by the American Association of Plant Food Control Officials (“AAPFCO”) as “a solid material obtained from thermochemical conversion of biomass in an oxygen-limited environment (pyrolysis) containing at least 60% carbon. Feedstocks may be composed of crop residue, wood or other forest waste, and animal manures. Materials transported in salt water, painted, or treated with preservatives are not permitted.”

Biochar is created by the pyrolysis of biomass, which generally involves heating and/or burning of organic matter, in a reduced oxygen environment, at a predetermined rate. Such heating and/or burning is stopped when the matter reaches a charcoal-like stage. Typical pyrolysis temperatures to create biochar are in the range of 200-900° C. The resulting biochar consists of various pieces of residual solid material full of crevices, pores and holes and typically has a surface area between 100 and 400 m²/g. For purposes of this application, the resulting pyrolyzed biomass will be referred to as “raw or untreated biochar.”

Raw biochars derived from different biomass or produced with differing parameters, such as higher or lower pyrolysis temperature or variations in residence time, will have different physical and chemical properties and can behave quite differently when used in a particular application. For example, biochar having the wrong surface charge, having too high of pH, containing too much ash or inorganics, or containing unacceptably high levels of toxins or heavy metals can be harmful and/or have minimal benefit. Biochar can also contain unacceptable levels of residual organic compounds such as acids, esters, ethers, ketones, alcohols, sugars, phenyls, alkanes, alkenes, phenols, polychlorinated biphenyls or poly or mono aromatic hydrocarbons which are either toxic or not beneficial to plant or animal life. Thus, not all biochars will have similar effectiveness when used in water treatment applications.

U.S. Patent Application 2015/0144564 (the '564 Application”), which is incorporated herein by reference in its entirety, teaches, among other things, the adsorption of contaminants in wastewater using biochar, and discloses that, depending on the biomass source and production method of the biochar, polar functional groups on the native charred material, such as hydroxyl and carboxylic acid groups, provide active adsorption sites. These active adsorption sites can adsorb metal cations, such as ferrous and ferric iron. The sorption of phosphate, ammonium and nitrate has also been demonstrated and it has been shown that biochar can remove phosphates directly from water.

While nutrients such as phosphorus may contaminate wastewater, they are necessary to sustain plant and animal growth. Thus, due to the growing human population, with its increasing need for food and other agricultural products, ever more intensive agriculture is required. This in turn requires additional input and replacement of nutrients, such as phosphorus, because crop harvesting removes soil nutrients and food distribution transports them away from the local ecosystem. These additional nutrients are provided by fertilizers. Phosphates contained in fertilizer or other additives are mined from finite phosphate reserves or replaced by applications of manures or treated human waste. There are concerns that global phosphorus demand will outstrip supplies within the next 50 to 200 years. Thus, there is a need to be able to gather excess nutrients such as phosphate and re-deploy them as needed back into agriculture.

Given the significant health hazards and costs resulting from contamination of water by nutrients and other pollutants, a need exists for providing the most efficient material possible to remove those pollutants from water and recycle them for useful purposes.

SUMMARY

The present invention provides a more effective means of treating water to remove contamination by using treated biochar in the water treatment process. The biochar used in the water treatment process of the present invention is first treated by one or more methods, explained further below, to remove, eliminate or reduce potential deleterious effects and/or improve performance compared to raw biochar.

The raw biochar of the present invention is obtained from the pyrolysis of biomass. The resulting biochar is then treated in a manner that causes the infusion and/or effusion of liquids into and out of the biochar pores or infiltration and/or exfiltration of liquids, gases, nutrients and/or other additives (“additives) into and out of the biochar pores, which process may be caused by the rapid, forced or rapid and forced infusion and/or effusion of additives into and out of the biochar pores. While those skilled in the art may recognize other methods for treating the biochar that causes the rapid, forced infusion and effusion of additives into and out of the biochar pores, one such treatment process that can be used is a process that changes the pressure differential surrounding the biochar, such as vacuum impregnation, optionally following additional vacuum extraction and/or centrifuge extraction.

An additional relevant technique is treatment with a solution containing either organic or inorganic surfactant or detergent. The solution to which the surfactant or detergent is added may optionally be heated or may be ambient temperature or less. The combination of pressure changes or vacuum treatment with one or more surfactant or detergent treatments either prior to, simultaneous with, or following vacuum treatment is also a possible treatment method. Optionally, treatment may include subjecting the biochar to temperatures during vacuum treatment from ambient to about 250° C. Since research associated with the present invention has identified what physical and chemical properties have the highest impact on particular end uses, the treatment process can be modified to treat different forms of raw biochar to achieve treated biochar properties known to enhance the ensilage process. For example, if the pH of the biochar needs to be adjusted to enhance the raw biochar performance properties, the treatment may be the impregnation of an acidic solution into the pores of the biochar or similarly removal of basic or alkaline compounds from the pores or surface of the raw biochar. This treatment of impregnation or infiltration, impregnation or infiltration with additional additives to assist the process, or both, followed optionally by extraction of the infiltrate has further been proven to sustain the pH levels of the treated biochar for much longer periods than biochar that is simply immersed in an acid solution or washed with water or some other solvent.

Treatment also allows for the impregnation or inoculation of the pores of the biochar with additives that can introduce greater efficiencies in water treatment or in post water treatment use such as in crop production or animal growth. The treated biochar can have the ability to better promote or control various agricultural processes or to reduce the risk of leaching of harmful substances into the environment. These additives might include mineral solubilizing microorganisms, substances that improve sorption or binding of water contaminants, fertilizers, nutrients, additional foodstuffs, vitamins or other substances that promote plant or animal health, as well as medications, microbes such as probiotics and other forms of microbial life.

When using the present invention taught here to treat the biochar in a manner that forces, accelerates or assists the infusion of liquid solutions into the pores of the biochar, it thereby allows for at least part of the surface of the pores of the biochar to be contacted, washed, cleaned and to have physical properties (such as usable pore volume) or chemical properties (such as pH) adjusted, thereby making it more useful to purify water and remove harmful or objectionable contaminants, chemicals and pollutants. Research has been conducted showing that biochar that has been treated (e.g. to remove harmful substances, adjust pH, make the char surface more hydrophilic, and increase water holding capacity) prior to use in systems for water treatment, such as that taught by the '564 Application, is more effective in treating water than raw, untreated biochar.

In one example of an implementation of the present invention, the method for treating the biochar for use in connection with the water treatment processes as described previously, includes placing porous carbonaceous materials in a tank or chamber; adding a treating solution to the tank; and changing the pressure in the tank by, for example, placing the contents of the tank under a partial vacuum. In this example, the treating solution may be added to the tank either before the pressure change is applied or while the pressure change is being applied. In addition to subjecting the contents to a partial vacuum, the pores of the biochar may be impregnated with the treating solution using a surfactant solution (e.g., a liquid solution containing 0.1-20% surfactant) or ultrasonic treatment, as will be further described below. Through the above treatment methods, at least 10% or more of the pore volume of the pores of the biochar material may be filled with the treating solution within a time period where it would not otherwise be possible to achieve the same results by simply contact or immersion of the biochar with the treating solution alone.

As explained further below, treatment, in accordance with the present invention, can render raw biochar, including biochar fines and dust, particularly suitable for treating contaminated water. As an additional benefit, treated biochar that has been used in water treatment systems has captured chemicals or contaminants that are useful for plant or animal growth. Thus, after use in connection with water treatment systems, the treated biochar can be used in a variety of agricultural and animal related applications including in manners described previously, rendering what would otherwise be waste material from the water purification process into a useful byproduct.

Other devices, apparatus, systems, methods, features and advantages of the invention are or will become apparent to one with skill in the art upon examination of the following figures and detailed description. It is intended that all such additional systems, methods, features and advantages be included within this description, be within the scope of the invention, and be protected by the accompanying claims.

FIGURES

The invention may be better understood by referring to the following figures. The components in the figures are not necessarily to scale, emphasis instead being placed upon illustrating the principles of the invention.

FIG. 1 illustrates a cross-section of one example of a raw biochar particle.

FIG. 2a is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from pine.

FIG. 2b is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from birch.

FIG. 2c is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of treated biochar made from coconut shells.

FIG. 3 is a chart showing porosity distribution of various biochars.

FIG. 4 is a flow chart process diagram of one implementation of a process for treating the raw biochar in accordance with the invention.

FIG. 4a illustrates a schematic of one example of an implementation of a biochar treat processes that that includes washing, pH adjustment and moisture adjustment.

FIG. 4b illustrates yet another example of an implementation of a biochar treatment processing that includes inoculation.

FIG. 5 is a schematic flow diagram of one example of a treatment system for use in accordance with the present invention.

FIG. 6 is a chart showing the water holding capacities of treated biochar as compared to raw biochar and sandy clay loam soil and as compared to raw biochar and sunshine potting soil.

FIG. 7 illustrates the different water retention capacities of raw biochar versus treated biochar measured gravimetrically.

FIG. 8 is a chart showing the retained water in vacuum impregnated biochar over other biochars after a seven week period.

FIG. 9 is a chart showing the weight loss of treated biochars versus raw biochar samples when heated at varying temperatures using a TGA testing method.

FIG. 10 illustrates the plant available water in raw biochar, versus treated biochar and treated dried biochar.

FIG. 11 is a graph showing the pH of various starting biochars that were made from different starting materials and pyrolysis process temperatures.

FIG. 12 is a chart showing various pH ranges and germination for treated biochars.

FIG. 13 is a Thermogravimetric Analysis (TGA) plot showing the measurement of water content, heavy organics and light organics in a sample.

FIG. 14 is a chart showing the impact of treatment on pores sizes of biochar derived from coconut.

FIG. 15 is a chart showing the impact of treatment on pores sizes of biochar derived from pine.

FIG. 16 is a chart showing the measured hydrophobicity index raw biochar, vacuum treated biochar and surfactant treated biochar.

FIG. 17 is a flow diagram showing one example of a method for infusing biochar.

FIG. 18 illustrates the improved liquid content of biochar using vacuum impregnation as against soaking the biochar in liquid.

FIG. 19a is a chart comparing total retained water of treated biochar after soaking and after vacuum impregnation.

FIG. 19b is a chart comparing water on the surface, interstitially and in the pores of biochar after soaking and after vacuum impregnation.

FIG. 20 illustrates how the amount of water or other liquid in the pores of vacuum processed biochars can be increased varied based upon the applied pressure.

FIG. 21 illustrates the effects of NPK impregnation of biochar on lettuce yield.

FIG. 22 is a chart showing nitrate release curves of treated biochars infused with nitrate fertilizer.

FIG. 23 is a chart comparing examples of biochars.

FIGS. 24a, 24b, 24c are charts comparing different examples of biochars.

FIG. 25 contains charts illustrating improved results obtained through the use of biochars.

FIG. 26 is an example of carbon dioxide production captured as a continuous gas bubble in BGB (left two tubes) and LTB (right two tubes) growth medium.

FIGS. 27 and 28 illustrate improved growth rates of colonies of Streptomyces lydicus using biochars.

FIGS. 29 and 30 are images that show how different sized bacteria will fit in different biochar pore size structures.

FIG. 31 illustrates release rate data verse total pore volume data for both coconut shell and pine based treated biochars inoculated with a releasable bacteria.

FIG. 32 is a chart comparing examples of biochars.

FIGS. 33a, 33b, 33c are charts comparing different examples of biochars.

FIG. 34 is a chart comparing shoot biomass when the biochar added to a soilless mix containing soybean seeds is treated with microbial product containing Bradyrhizobium japonicum. and when it is untreated.

FIG. 35 shows the comparison of root biomass in a treated verses an untreated environment.

FIG. 36 is a chart comparing the nitrogen levels when the biochar is inoculated with the rhizobial inoculant verses when it is not inoculated.

FIG. 37 illustrates the three day release rates of water infused biochar compared to other types of biochar.

FIG. 38a is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar.

FIG. 38b is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar of FIG. 38a after it has been infused with microbial species.

FIG. 38c is a SEM (10 KV×3.00K 10.0 μm) of a pore morphology of another example of raw biochar of FIG. 38a after it has been infused with microbial species.

FIG. 39a is an image of biochar aggregate particles of the present invention made in the form pellets.

FIG. 39b is an image of biochar aggregate particles of the present invention made in the form an extrudates.

FIG. 39c is an image of the biochar aggregate particles made in the form of biochar sulfur prills.

FIG. 40 is a flow diagram of one example of a method for producing biochar aggregate particles.

FIGS. 41a-f illustrates the effects of size and grinding on particle structure of a biochar derived from a first biomass.

FIGS. 42a-f illustrates the effects of size and grinding on particle structure of a biochar derived from a second biomass.

FIG. 43a shows the effect of size fraction on water holding capacity of two different biomass based treated biochars.

FIG. 43b shows the effect of size fraction on pH of two different biomass based treated biochars.

FIG. 43c shows the effect of size fraction on Cl— concentration of two different biomass based treated biochars.

FIG. 43d shows the effect of size fraction on electrical conductivity of two different biomass based treated biochars.

FIG. 44 is a flow diagram of one example of a method for producing a suspended biochar solution.

FIG. 45 is chart illustrating biochar capacity to absorb Cadmium.

FIG. 46 is a chart illustrating the percentage removal of initial metal concentrations in SPLP Extract of Missouri mine soil after twenty-four hours of contact with treated biochar formulations.

BRIEF DESCRIPTION OF THE INVENTION

As illustrated in the attached figures, the present invention relates to a method for producing treated biochar particles useful for water treatment processes. As described below, raw biochar is first treated to increase water holding, water retention, adjust pH, and remove deleterious materials. Through treatment, the properties of the raw biochar can be modified to significantly increase the biochar's ability to retain water and/or adsorb contaminants and pollutants. The processing of the biochar can also alter or adjust the pH and/or the surface chemistry of biochar used in the present application to make it more suitable for treating or sorbing different varieties of contaminants and for use post-water treatment in agricultural or animal application to recycle or return those nutrients more effectively to animals and or plant life.

For purposes of this application, the term “biochar” shall be given its broadest possible meaning and shall include any solid materials obtained from the pyrolysis, torrefaction, gasification or any other thermal and/or chemical conversion of a biomass, where the biochar contains at least 55% carbon based upon weight. Pyrolysis is generally defined as a thermochemical decomposition of organic material at elevated temperatures in the absence of, or with reduced levels of oxygen.

For purposes of this application, biochar may include, but not be limited to, BMF char disclosed and taught by U.S. Pat. No. 8,317,891, which is incorporated into this application by reference, and those materials falling within the IBI and AAPFCO definition of biochar. When the biochar is referred to as “treated” or undergoes “treatment,” it shall mean raw, pyrolyzed biochar that has undergone additional physical, biological, and/or chemical processing.

As used herein, unless specified otherwise, the terms “carbonaceous”, “carbon based”, “carbon containing”, and similar such terms are to be given their broadest possible meaning, and would include materials containing carbon in various states, crystallinities, forms and compounds.

As used herein, unless stated otherwise, room temperature is 25° C. And, standard temperature and pressure is 25° C. and 1 atmosphere. Unless stated otherwise, generally, the term “about” is meant to encompass a variance or range of ±10%, the experimental or instrument error associated with obtaining the stated value, and preferably the larger of these.

A. Biochars

Typically, biochars include porous carbonaceous materials, such as charcoal, that are used as soil amendments or other suitable applications. Biochar most commonly is created by pyrolysis of a biomass. In addition to the benefits to plant growth, yield and quality, etc.; biochar provides the benefit of reducing carbon dioxide (CO₂) in the atmosphere by serving as a method of carbon sequestration. Thus, biochar has the potential to help mitigate climate change, via carbon sequestration. However, to accomplish this important, yet ancillary benefit, to any meaningful extent, the use of biochar in agricultural and animal related applications must become widely accepted, e.g., ubiquitous. Unfortunately, because of the prior failings in the biochar arts, this has not occurred. It is believed that with the solutions of the present invention may this level of use of biochar be achieved; and more importantly, yet heretofore unobtainable, realize the benefit of significant carbon dioxide sequestration.

In general, one advantage of putting biochar in soil includes long term carbon sequestration. It is theorized that as worldwide carbon dioxide emissions continue to mount, benefits may be obtained by, controlling, mitigating and reducing the amount of carbon dioxide in the atmosphere and the oceans. It is further theorized that increased carbon dioxide emissions are associated with the increasing industrial development of developing nations, and are also associated with the increase in the world's population. In addition to requiring more energy, the increasing world population will require more food. Thus, rising carbon dioxide emissions can be viewed as linked to the increasing use of natural resources by an ever increasing global population. As some suggest, this larger population brings with it further demands on food production requirements. Biochar uniquely addresses both of these issues by providing an effective carbon sink, e.g., carbon sequestration agent, as well as, an agent for improving and increasing agricultural output. In particular, biochar is unique in its ability to increase agricultural production, without increasing carbon dioxide emission, and preferably reducing the amount of carbon dioxide in the atmosphere. However, as discussed above, this unique ability of biochar has not been realized, or seen, because of the inherent problems and failings of prior biochars including, for example, high pH, phytotoxicity due to high metals content and/or residual organics, and dramatic product inconsistencies.

Biochar can be made from basically any source of carbon, for example, from hydrocarbons (e.g., petroleum based materials, coal, lignite, peat) and from a biomass (e.g., woods, hardwoods, softwoods, waste paper, coconut shell, manure, chaff, food waste, etc.). Combinations and variations of these starting materials, and various and different members of each group of starting materials can be, and are, used. Thus, the large number of vastly different starting materials leads to biochars having different properties.

Many different pyrolysis or carbonization processes can be, and are used, to create biochars. In general, these processes involve heating the starting material under positive pressure, reduced pressure, vacuum, inert atmosphere, or flowing inert atmosphere, through one or more heating cycles where the temperature of the material is generally brought above about 400° C., and can range from about 300° C. to about 900° C. The percentage of residual carbon formed and several other initial properties are strong functions of the temperature and time history of the heating cycles. In general, the faster the heating rate and the higher the final temperature the lower the char yield. Conversely, in general, the slower the heating rate or the lower the final temperature the greater the char yield. The higher final temperatures also lead to modifying the char properties by changing the inorganic mineral matter compositions, which in turn, modify the char properties. Ramp, or heating rates, hold times, cooling profiles, pressures, flow rates, and type of atmosphere can all be controlled, and typically are different from one biochar supplier to the next. These differences potentially lead to a biochar having different properties, further framing the substantial nature of one of the problems that the present inventions address and solve. Generally, in carbonization most of the non-carbon elements, hydrogen and oxygen are first removed in gaseous form by the pyrolytic decomposition of the starting materials, e.g., the biomass. The free carbon atoms group or arrange into crystallographic formations known as elementary graphite crystallites. Typically, at this point the mutual arrangement of the crystallite is irregular, so that free interstices exist between them. Thus, pyrolysis involves thermal decomposition of carbonaceous material, e.g., the biomass, eliminating non-carbon species, and producing a fixed carbon structure.

As noted above, raw or untreated biochar is generally produced by subjecting biomass to either a uniform or varying pyrolysis temperature (e.g., 300° C. to 550° C. to 750° C. or more) for a prescribed period of time in a reduced oxygen environment. This process may either occur quickly, with high reactor temperature and short residence times, slowly with lower reactor temperatures and longer residence times, or anywhere in between. To achieve better results, the biomass from which the char is obtained may be first stripped of debris, such as bark, leaves and small branches, although this is not necessary. The biomass may further include feedstock to help adjust the pH and particle size distribution in the resulting raw biochar. In some applications, it is desirous to have biomass that is fresh, less than six months old, and with an ash content of less than 3%. This ash content often contains minerals including but not limited to phosphorous, nitrate, and potassium. If it is desirable to have increased minerals in the ash content of the biochar, the desired minerals can be added to the biomass via simple mixing or through an infusion process prior to pyrolysis or injected into the pyrolysis system during pyrolysis. Further, by using biochar derived from different biomass, e.g., pine, oak, hickory, birch and coconut shells from different regions, and understanding the starting properties of the raw biochar, the treatment methods can be tailored to ultimately yield a treated biochar with predetermined, predictable physical and chemical properties.

In general, biochar particles can have a very wide variety of particle sizes and distributions, usually reflecting the sizes occurring in the input biomass. Additionally, biochar can be ground or crushed after pyrolysis to further modify the particle sizes. Typically, for agricultural uses, biochars with consistent, predictable particle sizes are more desirable. By way of example, the biochar particles can have particle sizes as shown or measured in Table 1 below. When referring to a batch having ¼ inch particles, the batch would have particles that will pass through a 3 mesh sieve, but will not pass through (i.e., are caught by or sit atop) a 4 mesh sieve.

TABLE 1 U.S. Mesh Microns Millimeters (i.e., mesh) Inches (μm) (mm) 3 0.2650 6730 6.370 4 0.1870 4760 4.760 5 0.1570 4000 4.000 6 0.1320 3360 3.360 7 0.1110 2830 2.830 8 0.0937 2380 2.380 10 0.0787 2000 2.000 12 0.0661 1680 1.680 14 0.0555 1410 1.410 16 0.0469 1190 1.190 18 0.0394 1000 1.000 20 0.0331 841 0.841 25 0.0280 707 0.707 30 0.0232 595 0.595 35 0.0197 500 0.500 40 0.0165 400 0.400 45 0.0138 354 0.354 50 0.0117 297 0.297 60 0.0098 250 0.250 70 0.0083 210 0.210 80 0.0070 177 0.177 100 0.0059 149 0.149 120 0.0049 125 0.125 140 0.0041 105 0.105 170 0.0035 88 0.088 200 0.0029 74 0.074 230 0.0024 63 0.063 270 0.0021 53 0.053 325 0.0017 44 0.044 400 0.0015 37 0.037

For most applications, it is desirable to use biochar particles having particle sizes from about 3/4 mesh to about 60/70 mesh, about 4/5 mesh to about 20/25 mesh, or about 4/5 mesh to about 30/35 mesh. It being understood that the desired mesh size, and mesh size distribution can vary depending upon a particular application for which the biochar is intended.

FIG. 1 illustrates a cross-section of one example of a raw biochar particle. As illustrated in FIG. 1, a biochar particle 100 is a porous structure that has an outer surface 100 a and a pore structure 101 formed within the biochar particle 100. As used herein, unless specified otherwise, the terms “porosity”, “porous”, “porous structure”, and “porous morphology” and similar such terms are to be given their broadest possible meaning, and would include materials having open pores, closed pores, and combinations of open and closed pores, and would also include macropores, mesopores, and micropores and combinations, variations and continuums of these morphologies. Unless specified otherwise, the term “pore volume” is the total volume occupied by the pores in a particle or collection of particles; the term “inter-particle void volume” is the volume that exists between a collection of particle; the term “solid volume or volume of solid means” is the volume occupied by the solid material and does not include any free volume that may be associated with the pore or inter-particle void volumes; and the term “bulk volume” is the apparent volume of the material including the particle volume, the inter-particle void volume, and the internal pore volume.

The pore structure 101 forms an opening 121 in the outer surface 100 a of the biochar particle 100. The pore structure 101 has a macropore 102, which has a macropore surface 102 a, and which surface 102 a has an area, i.e., the macropore surface area. (In this diagram only a single micropore is shown. If multiple micropores are present than the sum of their surface areas would equal the total macropore surface area for the biochar particle.) From the macropore 102, several mesopores 105, 106, 107, 108 and 109 are present, each having its respective surfaces 105 a, 106 a, 107 a, 108 a and 109 a. Thus, each mesopore has its respective surface area; and the sum of all mesopore surface areas would be the total mesopore surface area for the particle. From the mesopores, e.g., 107, there are several micropores 110, 111, 112, 113, 114, 115, 116, 117, 118, 119 and 120, each having its respective surfaces 110 a, 111 a, 112 a, 113 a, 114 a, 115 a, 116 a, 117 a, 118 a, 119 a and 120 a. Thus, each micropore has its respective surface area and the sum of all micropore surface areas would be the total micropore surface area for the particle. The sum of the macropore surface area, the mesopore surface area and the micropore surface area would be the total pore surface area for the particle.

Macropores are typically defined as pores having a diameter greater than 300 nm, mesopores are typically defined as diameter from about 1-300 nm, and micropores are typically defined as diameter of less than about 1 nm, and combinations, variations and continuums of these morphologies. The macropores each have a macropore volume, and the sum of these volumes would be the total macropore volume. The mesopores each have a mesopore volume, and the sum of these volumes would be the total mesopore volume. The micropores each have a micropore volume, and the sum of these volumes would be the total micropore volume. The sum of the macropore volume, the mesopore volume and the micropore volume would be the total pore volume for the particle.

Additionally, the total pore surface area, volume, mesopore volume, etc., for a batch of biochar would be the actual, estimated, and preferably calculated sum of all of the individual properties for each biochar particle in the batch.

It should be understood that the pore morphology in a biochar particle may have several of the pore structures shown, it may have mesopores opening to the particle surface, it may have micropores opening to particle surface, it may have micropores opening to macropore surfaces, or other combinations or variations of interrelationship and structure between the pores. It should further be understood that the pore morphology may be a continuum, where moving inwardly along the pore from the surface of the particle, the pore transitions, e.g., its diameter becomes smaller, from a macropore, to a mesopore, to a micropore, e.g., macropore 102 to mesopore 109 to micropore 114. It should also be understood that the pores can be terminal as depicted in FIG. 1, where the pore ends somewhere in the particle or open-ended where the pore ends at one or more other pore openings. In other words, terminal pores have only one opening to the external surface of the particle and open-ended pores have two or more openings to the external surface of the particle.

In general, the biochars have porosities that can range from 0.2 cm³/cm³ to about 0.8 cm³/cm³ and more preferably about 0.2 cm³/cm³ to about 0.5 cm³/cm³. (Unless stated otherwise, porosity is provided as the ratio of the total pore volumes (the sum of the micro+meso+macro pore volumes) to the solid volume of the biochar. Porosity of the biochar particles can be determined, or measured, by measuring the micro-, meso-, and macro pore volumes, the bulk volume, and the inter particle volumes to determine the solid volume by difference. The porosity is then calculated from the total pore volume and the solid volume.

As noted above, the use of different biomass potentially leads to biochars having different properties, including, but not limited to different pore structures. By way of example, FIGS. 2A, 2B and 2C illustrate Scanning Electron Microscope (“SEM”) images of various types of treated biochars showing the different nature of their pore morphology. FIG. 2A is biochar derived from pine. FIG. 2B is biochar derived from birch. FIG. 2C is biochar derived from coconut shells.

The surface area and pore volume for each type of pore, e.g., macro-, meso- and micro- can be determined by direct measurement using CO₂ adsorption for micro-, N₂ adsorption for meso- and macro pores and standard analytical surface area analyzers and methods, for example, particle analyzers such as Micrometrics instruments for meso- and micro pores and impregnation capacity for macro pore volume. Mercury porosimetry, which measures the macroporosity by applying pressure to a sample immersed in mercury at a pressure calibrated for the minimum pore diameter to be measured, may also be used to measure pore volume.

The total micropore volume can be from about 2% to about 25% of the total pore volume. The total mesopore volume can be from about 4% to about 35% of the total pore volume. The total macropore volume can be from about 40% to about 95% of the total pore volume. By way of example, FIG. 3 shows a bar chart setting out examples of the pore volumes for sample biochars made from peach pits 201, juniper wood 202, a first hard wood 203, a second hard wood 204, fir and pine waste wood 205, a first pine 206, a second pine 207, birch 208 and coconut shells 209.

As explained further below, treatment can increase usable pore volumes and, among other things, remove obstructions in the pores, which leads to increased retention properties and promotes further performance characteristics of the biochar. Knowing the properties of the starting raw biochar, one can treat the biochar to produce controlled, predictable and optimal resulting physical and chemical properties.

B. Treatment

The rationale for treating the biochar after pyrolysis is that given the large internal pore volume and large interior surface are of the biochars, it is most efficient to make significant changes in the physical and chemical properties of the biochar by treating both the internal and external surfaces and internal pore volume of the char. Testing has demonstrated that if the biochar is treated, at least partially, in a manner that causes the forced infusion and/or diffusion of liquids and/or vapors into and/or out of the biochar pores (through mechanical, physical, or chemical means), certain properties of the biochar can be altered or improved over and above simply contacting these liquids with the biochar. By knowing the properties of the raw biochar and the optimal desired properties of the treated biochar, the raw biochar can then be treated in a manner that results in the treated biochar having controlled optimized properties.

For purposes of this application, treating and/or washing the biochar in accordance with the present invention involves more than simply contacting, washing or soaking, which generally only impacts the exterior surfaces and a small percentage of the interior surface area. “Washing” or “treating” in accordance with the present invention, and as used below, involves treatment of the biochar in a manner that causes the forced, accelerated or assisted infusion and/or diffusion of liquids, vapors, and/or additivities into and/or out of the biochar pores (through mechanical, physical, biological, or chemical means) such that certain properties of the biochar can be altered or improved over and above simply contacting these liquids with the biochar or so that treatment becomes more efficient or rapid from a time standpoint over simple contact or immersion.

In particular, effective treatment processes can mitigate deleterious pore surface properties, remove undesirable substances from pore surfaces or volume, and impact anywhere from between 10% to 99% or more of pore surface area of a biochar particle. By modifying the usable pore surfaces through treatment and removing deleterious substances from the pore volume, the treated biochars can exhibit a greater capacity to retain water and/or other nutrients as well as being more suitable habitats for some forms of microbial life. Through the use of treated biochars, agricultural applications can realize increased moisture control, increased nutrient retention, reduced water usage, reduced water requirements, reduced runoff or leaching, increased nutrient efficiency, reduced nutrient usage, increased yields, increased yields with lower water requirements and/or nutrient requirements, increases in beneficial microbial life, improved performance and/or shelf life for inoculated bacteria, increased efficacy as a substrate for microbial growth or fermentation, and any combination and variation of these and other benefits.

Treatment further allows the biochar to be modified to possess certain known properties that enhance the benefits received from the use of biochar. While the selection of feedstock, raw biochar and/or pyrolysis conditions under which the biochar was manufactured can make treatment processes less cumbersome, more efficient and further controlled, treatment processes can be utilized that provide for the biochar to have desired and generally sustainable resulting properties regardless of the biochar source or pyrolysis conditions. As explained further below, treatment can (i) repurpose problematic biochars, (ii) handle changing biochar material sources, e.g., seasonal and regional changes in the source of biomass, (iii) provide for custom features and functions of biochar for particular soils, regions or agricultural purposes; (iv) increase the retention properties of biochar, (v) provide for large volumes of biochar having desired and predictable properties, (vi) provide for biochar having custom properties, (vii) handle differences in biochar caused by variations in pyrolysis conditions or manufacturing of the “raw” biochar; and (viii) address the majority, if not all, of the problems that have, prior to the present invention, stifled the large scale adoption and use of biochars.

Treatment can impact both the interior and exterior pore surfaces, remove harmful chemicals, introduce beneficial substances, and alter certain properties of the biochar and the pore surfaces and volumes. This is in stark contrast to simple washing, contact, or immersion which generally only impacts the exterior surfaces and a small percentage of the interior surface area. Treatment can further be used to coat substantially all of the biochar pore surfaces with a surface modifying agent or impregnate the pore volume with additives or treatment to provide a predetermined feature to the biochar, e.g., surface charge and charge density, surface species and distribution, targeted nutrient addition, magnetic modifications, root growth facilitator, and water absorptivity and water retention properties. Just as importantly, treatment can also be used to remove undesirable substances from the biochar, such as dioxins or other toxins either through physical removal or through chemical reactions causing neutralization.

FIG. 4 is a schematic flow diagram of one example treatment process 400 for use in accordance with the present invention. As illustrated, the treatment process 400 starts with raw biochar 402 that may be subjected to one or more reactors or treatment processes prior to bagging 420 the treated biochar for resale. For example, 404 represents reactor 1, which may be used to treat the biochar. The treatment may be a simple water wash or may be an acid wash used for the purpose of altering the pH of the raw biochar particles 402. Optionally, the treatment may also contain a solvent suited to remove any soluble substances which are undesirable in the final product, such as VOCs, or other residual organic or inorganic compounds. The treatment may also contain a surfactant or detergent to aid the penetration of the treatment solution into the pores of the biochar. The treatment may optionally be heated, cooled, or may be used at ambient temperature or any combination of the three. For some applications, depending upon the properties of the raw biochar, a water and/or acid/alkaline wash 404 (the latter for pH adjustment) may be the only necessary treatment prior to bagging the biochar 420. If, however, the moisture content of the biochar needs to be adjusted, the treated biochar may then be put into a second reactor 406 for purposes of reducing the moisture content in the washed biochar. From there, the treated and moisture adjusted biochar may be bagged 420.

Again, depending upon the starting characteristics of the raw biochar and the intended application for the resale product, further processing may still be needed or desired. In this case, the treated moisture adjusted biochar may then be passed to a third reactor 408 for inoculation, which may include the impregnation of biochar with beneficial additives, such as nutrients, bacteria, microbes, fertilizers or other additives. Thereafter, the inoculated biochar may be bagged 420, or may be yet further processed, for example, in a fourth reactor 410 to have further moisture removed from or added to the biochar. Further moisture adjustment may be accomplished by placing the inoculated biochar in a fourth moisture adjustment reactor 410 or circulating the biochar back to a previous moisture adjustment reactor (e.g. reactor 406). Those skilled in the art will recognize that the ordering in which the raw biochar is processed and certain processes may be left out, depending on the properties of the starting raw biochar and the desired application for the biochar. For example, the treatment and inoculation processes may be performed without the moisture adjustment step, inoculation processes may also be performed with or without any treatment, pH adjustment or any moisture adjustment. All the processes may be completed alone or in the conjunction with one or more of the others. It should also be noted that microbes themselves may be part of the process, not simply as an inoculant, but as an agent to convey materials into or out of the pore volume of the biochar.

For example, FIG. 4a illustrates a schematic of one example of an implementation of biochar processing that includes washing the pores and both pH and moisture adjustment. FIG. 4b illustrates yet another example of an implementation of biochar processing that includes inoculation.

As illustrated in FIG. 4a , raw biochar 402 is placed into a reactor or tank 404. A washing or treatment liquid 403 is then added to a tank and a partial vacuum, using a vacuum pump, 405 is pulled on the tank. The treating or washing liquid 403 may be used to clean or wash the pores of the biochar 402 or adjust the chemical or physical properties of the surface area or pore volume, such as pH level, usable pore volume, or VOC content, among other things. The vacuum can be applied after the treatment liquid 403 is added or while the treatment liquid 403 is added. Thereafter, the washed/adjusted biochar 410 may be moisture adjusted by vacuum exfiltration 406 to pull the extra liquid from the washed/moisture adjusted biochar 410 or may be placed in a centrifuge 407, heated or subjected to pressure gradient changes (e.g., blowing air) for moisture adjustment. The moisture adjusted biochar 412 may then be bagged or subject to further treatment. Any excess liquids 415 collected from the moisture adjustment step may be disposed of or recycled, as desired. Optionally, biochar fines may be collected from the excess liquids 415 for further processing, for example, to create a slurry, cakes, or biochar extrudates. It should be noted that in any of these steps, the residual gaseous environment in the tanks or centrifuges may be either ambient air, or a prescribed gas or combination of gasses to impact (through assistance or attenuation) reactivity during the process.

Optionally, rather than using a vacuum pump 405, a positive pressure pump may be used to apply positive pressure to the tank 404. In some situations, applying positive pressure to the tank may also function to force or accelerate the washing or treating liquid 403 into the pores of the biochar 402. Any change in pressure in the tank 404 or across the surface of the biochar could facilitate the exchange of gas and/or moisture into and out of the pores of the biochar with the washing or treating liquid 403 in the tank. Accordingly, changing the pressure in the tank and across the surface of the biochar, whether positive or negative, is within the scope of this invention. The atmosphere of the tank may be air or other gaseous mixture, prior to the intuition of the pressure change.

As illustrated FIG. 4b , the washed/adjusted biochar 410 or the washed/adjusted and moisture adjusted biochar 412 may be further treated by inoculating or impregnating the pores of the biochar with an additive 425. The biochar 410, 412 placed back in a reactor 401, an additive solution 425 is placed in the reactor 401 and a vacuum, using a vacuum pump, 405 is applied to the tank. Again, the vacuum can be applied after the additive solution 425 is added to the tank or while the additive solution 425 is being added to the tank. Thereafter, the washed, adjusted and inoculated biochar 428 can be bagged. Alternatively, if further moisture adjustment is required, the biochar can be further moisture adjusted by vacuum filtration 406 to pull the extra liquid from the washed/moisture adjusted biochar 410 or may be placed in a centrifuge 407 for moisture adjustment. The resulting biochar 430 can then be bagged. Any excess liquids 415 collected from the moisture adjustment step may be disposed of or recycled, as desired. Optionally, biochar particulates or “fines” which easily are suspended in liquid may be collected from the excess liquids 415 for further processing, for example, to create a slurry, biochar extrudates, or merely a biochar product of a consistently smaller particle size. Similarly, the flow rates, viscosity, and flow patterns of the liquid may be adjusted to capture particles of various geometries, drag coefficients, and weights using hydrodynamic principles. As described above, both processes of the FIGS. 4a and 4b can be performed with a surfactant solution in place of, or in conjunction with, the vacuum 405.

While known processes exist for the above described processes, research associated with the present invention has shown improvement and the ability to better control the properties and characteristics of the biochar if the processes are performed through the infusion and diffusion of liquids into and out of the biochar pores. One such treatment process that can be used is vacuum impregnation and vacuum and/or centrifuge extraction. Another such treatment process that can be used is the addition of a surfactant to infused liquid, which infused liquid may be optionally heated, cooled, or used at ambient temperature or any combination of the three.

Since research associated with the present invention has identified what physical and chemical properties have the highest impact on plant growth and/or soil health, the treatment process can be geared to treat different forms of raw biochar to achieve treated biochar properties known to enhance these characteristics. For example, if the pH of the biochar needs to be adjusted to enhance the raw biochar performance properties, the treatment may be the infusion of an acid solution into the pores of the biochar using vacuum, surfactant, or other treatment means. This treatment of pore infusion through, for example, the rapid, forced infusion of liquid into and out the pores of the biochar, has further been proven to sustain the adjusted pH levels of the treated biochar for much longer periods than biochar that is simply immersed in an acid solution for the same period of time. By way of another example, if the moisture content needs to be adjusted, then excess liquid and other selected substances (e.g. chlorides, dioxins, and other chemicals, to include those previously deposited by treatment to catalyze or otherwise react with substances on the interior or exterior surfaces of the biochar) can be extracted from the pores using vacuum and/or centrifuge extraction or by using various heating techniques. The above describes a few examples of treatment that result in treated biochar having desired performance properties identified to enhance soil health and plant life or other applications.

FIG. 5 illustrates one example of a system 500 that utilizes vacuum impregnation to treat raw biochar. Generally, raw biochar particles, and preferably a batch of biochar particles, are placed in a reactor, which is connected to a vacuum pump, and a source of treating liquid (i.e. water or acidic/basis solution). When the valve to the reactor is closed, the pressure in the reactor is reduced to values ranging from 750 Torr to 400 Torr to 10 Torr or less. The biochar is maintained under vacuum (“vacuum hold time”) for anywhere from seconds to 1 minute to 10 minutes, to 100 minutes, or possibly longer. By way of example, for about a 500-pound batch of untreated biochar, a vacuum hold time of from about 1 to about 5 minutes can be used if the reactor is of sufficient size and sufficient infiltrate is available to adjust the necessary properties. While under the vacuum the treating liquid may then be introduced into the vacuum chamber containing the biochar. Alternatively, the treating liquid may be introduced into the vacuum chamber before the biochar is placed under a vacuum. Optionally, treatment may also include subjecting the biochar to elevated temperatures from ambient to about 250° C. or reduced temperatures to about −25° C. or below, with the limiting factor being the temperature and time at which the infiltrate can remain flowable as a liquid or semi-liquid.

The infiltrate or treating liquid is drawn into the biochar pore, and preferably drawn into the macropores and mesopores. Depending upon the specific doses applied and pore structure of the biochar, the infiltrate can coat anywhere from 10% to 50% to 100% of the total macropore and mesopore surface area and can fill or coat anywhere from a portion to nearly all (10%-100%) of the total macropore and mesopore volume.

As described above, the treating liquid can be left in the biochar, with the batch being a treated biochar batch ready for packaging, shipment and use in an agricultural or other application. The treating liquid may also be removed through drying, treatment with heated gases, subsequent vacuum processing, centrifugal force (e.g., cyclone drying machines or centrifuges), dilution, or treatment with other liquids, with the batch being a treated biochar batch ready for packaging, shipment and use in an agricultural application. A second, third or more infiltration, removal, infiltration and removal, and combinations and variations of these may also be performed on the biochar with optional drying steps between infiltrations to remove residual liquid from and reintroduce gasses to the pore structure if needed. In any of these stages the liquid may contain organic or inorganic surfactants to assist with the penetration of the treating liquid.

As illustrated in FIG. 5, a system 500 for providing a biochar, preferably having predetermined and generally uniform properties. The system 500 has a vacuum infiltration tank 501. The vacuum infiltration tank 501 has an inlet line 503 that has a valve 504 that seals the inlet line 503. In operation, the starting biochar is added to vacuum infiltration tank 501 as shown by arrow 540. Once the tank is filled with the starting biochar, a vacuum is applied to the tank, by a vacuum pump connected to vacuum line 506, which also has valve 507. The starting biochar is held in the vacuum for a vacuum hold time. Infiltrate, as shown by arrow 548 is added to the tank 501 by line 508 having valve 509. The infiltrate is mixed with the biochar in the tank 501 by agitator 502. The mixing process is done under vacuum for a period of time sufficient to have the infiltrate fill the desired amount of pore volume, e.g., up to 100% of the macropores and mesopores.

Alternatively, the infiltrate may be added to the vacuum infiltration tank 501 before vacuum is pulled on the tank. Optionally, one or more selected gasses may be added to the tank. In this manner, infiltrate is added in the tank in an amount that can be impregnated into the biochar and optionally, the gasses introduced can also potentially impact the reactivity of the liquid as well as any organic or inorganic substances on the surface or in the pore volume of the biochar. As the vacuum is applied, the biochar is circulated in the tank to cause the infiltrate to fill the pore volume. To one skilled in the art, it should be clear that the agitation of the biochar during this process can be performed through various means, such as a rotating tank, rotating agitator, pressure variation in the tank itself, or other means. Additionally, the biochar may be dried using conventional means before even the first treatment. This optional pre-drying can remove liquid from the pores and in some situations, may increase the efficiency of impregnation due to pressure changes in the tank.

Pressure is then restored in the tank 501 with either ambient air or a prescribed selection of gasses, and the infiltrated biochar is removed, as shown by arrow 541, from the tank 501 to bin 512, by way of a sealing gate 511 and removal line 510. The infiltrated biochar is collected in bin 512, where it can be further processed in several different ways. The infiltrated biochar can be shipped for use as a treated biochar as shown by arrow 543. The infiltrated biochar can be returned to the tank 501 (or a second infiltration tank). If returned to the tank 501 the biochar can be processed with a second infiltration step, a vacuum drying step, a washing step, or combinations and variations of these. The infiltrated biochar can be moved by conveyor 514, as shown by arrow 542, to a drying apparatus 516, e.g., a centrifugal dryer or heater, where water, infiltrate or other liquid is removed by way of line 517, and the dried biochar leaves the dryer through discharge line 518 as shown by arrow 545, and is collected in bin 519. The biochar is removed from the bin by discharge 520. The biochar may be shipped as a treated biochar for use in an agriculture application, as shown by arrow 547. The biochar may also be further processed, as shown by 546. Thus, the biochar could be returned to tank 501 (or a second vacuum infiltration tank) for a further infiltration step. The drying step may be repeated either by returning the dry biochar to the drying apparatus 516, or by running the biochar through a series of drying apparatus, until the predetermined dryness of the biochar is obtained, e.g., between 50% to less than 1% moisture.

The system 500 is illustrative of the system, equipment and processes that can be used for, and to carry out the present inventions. Various other implementations and types of equipment can be used. The vacuum infiltration tank can be a sealable off-axis rotating vessel, chamber or tank. It can have an internal agitator that also, when reversed, can move material out, empty it, (e.g., a vessel along the lines of a large cement truck, or ready-mix truck, that can mix and move material out of the tank, without requiring the tank's orientation to be changed). Washing equipment may be added or utilized at various points in the process, or may be carried out in the vacuum tank, or drier, (e.g., wash fluid added to biochar as it is placed into the drier for removal). Other steps, such as bagging, weighing, the mixing of the biochar with other materials, e.g., fertilized, peat, soil, etc. can be carried out. In all areas of the system referring to vacuum infiltration, optionally positive pressure can be applied, if needed, to enhance the penetration of the infiltrate or to assist with re-infusion of gaseous vapors into the treated char. Additionally, where feasible, especially in positive pressure environments, the infiltrate may have soluble gasses added which then can assist with removal of liquid from the pores, or gaseous treatment of the pores upon equalization of pressure.

As noted above, the biochar may also be treated using a surfactant. The same or similar equipment used in the vacuum infiltration process can be used in the surfactant treatment process. Although it is not necessary to apply a vacuum in the surfactant treatment process, the vacuum infiltration tank or any other rotating vessel, chamber or tank can be used. In the surfactant treatment process, a surfactant, such as yucca extract, is added to the infiltrate, e.g., acid wash or water. The quantity of the surfactant added to the infiltrate may vary depending upon the surfactant used. For example, organic yucca extract can be added at a rate of between 0.1-20%, but more preferably 1-5% by volume of the infiltrate. The infiltrate with surfactant is then mixed with the biochar in a tumbler for several minutes, e.g., 3-5 minutes, without applied vacuum. Optionally, a vacuum or positive pressure may be applied with the surfactant to improve efficiency and penetration, but is not strictly necessary. Additionally, infiltrate to which the surfactant or detergent is added may be heated or may be ambient temperature or less. Similarly, the mixture of the surfactant or detergent, as well as the char being treated may be heated, or may be ambient temperature, or less. After tumbling, excess free liquid can be removed in the same manner as described above in connection with the vacuum infiltration process. Drying, also as described above in connection with the vacuum infiltration process, is an optional additional step. Besides yucca extract, a number of other surfactants may be used for surfactant treatment, which include, but are not limited to, the following: nonionic types, such as, ethoxylated alcohols, phenols-lauryl alcohol ethoxylates, Fatty acid esters-sorbitan, tween 20, amines, amides-imidazoles; anionic types, such as sulfonates-arylalkyl sulfonates and sulfate-sodium dodecyl sulfate; cationic types, such as alkyl-amines or ammoniums-quaternary ammoniums; and amphoteric types, such as betaines-cocamidopropyl betaine. Additionally, biosurfactants, or microbes which produce biosurfactants such as Flavobacterium sp. may also be used.

Optionally, the biochar may also be treated by applying ultrasonics. In this treatment process, the biochar may be contacted with a treating liquid that is agitated by ultrasonic waves. By agitating the treating liquid, contaminants may be dislodged or removed from the biochar due to bulk motion of the fluid in and around the biocarbon, pressure changes, including cavitation in and around contaminants on the surface, as well as pressure changes in or near pore openings (cavitation bubbles) and internal pore cavitation.

In this manner, agitation will cause contaminants of many forms to be released from the internal and external structure of the biochar. The agitation also encourages the exchange of water, gas, and other liquids with the internal biochar structure. Contaminants are transported from the internal structure to the bulk liquid (treating fluid) resulting in biochar with improved physical and chemical properties. The effectiveness of ultrasonic cleaning is tunable as bubble size and number is a function of frequency and power delivered by the transducer to the treating fluid.

In one example, applying ultrasonic treatment, raw wood based biochar between about 10 microns to 10 mm with moisture content from 0% to 90% may be mixed with a dilute mixture of acid and water (together the treating liquid) in a processing vessel that also translates the slurry (the biochar/treating liquid mixture). During translation, the slurry passes near an ultrasonic transducer to enhance the interaction between the fluid and biochar. The biochar may experience one or multiple washes of dilute acid, water, or other treating fluids. The biochar may also make multiple passes by ultrasonic transducers to enhance physical and chemical properties of the biochar. For example, once a large volume of slurry is made, it can continuously pass an ultrasonic device and be degassed and wetted to its maximum, at a rapid processing rate. The slurry can also undergo a separation process in which the fluid and solid biochar are separated at 60% effectiveness or greater.

Through ultrasonic treatment, the pH of the biochar, or other physical and chemical properties may be adjusted and the mesopore and macropore surfaces of the biochar may be cleaned and enhanced. Further, ultrasonic treatment can be used in combination with bulk mixing with water, solvents, additives (fertilizers, etc.), and other liquid based chemicals to enhance the properties of the biochar. After treatment, the biochar may be subject to moisture adjustment, further treatment and/or inoculation using any of the methods set forth above. In certain applications, ultrasonic technology may also be used to modify (usually reduce) the size of the biochar particles while retaining much, most, or nearly all of the porosity and pore structure. This yields smaller size particles with different morphologies than other methods of sizing such as grinding, crushing, sieving, or shaking.

C. Impact of Treatment

As illustrated above, the treatment process, whether using pressure changes (e.g. vacuum), surfactant or ultrasonic treatment, or a combination thereof, may include two steps, which in certain applications, may be combined: (i) washing and (ii) inoculation of the pores with an additive. When the desired additive is the same and that being inoculated into the pores, e.g., water, the step of washing the pores and inoculating the pores with an additive may be combined.

While not exclusive, washing is generally done for one of three purposes: (i) to modify the surface of the pore structure of the biochar (i.e., to allow for increased retention of liquids); (ii) to modify the pH of the biochar; and/or (iii) to remove undesired and potentially harmful compounds or gases.

Testing has further demonstrated that if the biochar is treated, at least partially, in a manner that causes the infusion and/or effusion of liquids and/or vapors into and/or out of the biochar pores (through mechanical, physical, biological, or chemical means), certain beneficial properties of the biochar can be altered, enhanced or improved through treatment. By knowing the properties of the raw biochar and the optimal desired properties of the treated biochar, the raw biochar can then be treated in a manner that results in the treated biochar having controlled optimized properties and greater levels of consistency between batches as well as between treated biochars arising from various feedstocks.

Using the treatment processes described above, or other treatments that provide, in part, for the infusion and/or effusion of liquids and/or vapors into and/or out of the biochar pores, biochars can have improved physical and chemical properties over raw biochar.

The table below, illustrates some of the important physical and chemical properties of biochar that can be achieved through treatment methods of the present invention:

PROPERTY NUMERIC VALUES Bulk Density 0.1-0.6 g/cm³ Solid Particle Density 0.2-1.2 g/cm³ Impregnation/Absorption 0.2-0.8 cm³/cm³ Capacity (IC) Water Holding Capacity Volumetric: Above 30% (volume of (WHC)/Water Retention water/volume biochar) Capacity (WRC) Gravimetric: 100-400% (wet weigh − dry weight/dry weight) Plant Available Water ≥35 wt % Surface Area 200-600 m2/g TGA (H2O) 0% ≤ x ≤ 80% by weight Preferred: 20% ≤ x ≤ 80% by weight Percentage Total Residual 0-30 wt. % Organic Compound Content Percentage Heavy ROC 0-20 wt. % Content Percentage VOC Content Less than 5% Acidity (pH) pH < 8.5, optimal 6.5 < pH < 5 Percentage of pore volume > 50% 300 nm to total pore volume Ash Content 0.1-5 wt. % Remaining Water Content 100-650 mL/kg; 45-150 mL/L; 12-30 gal/ton; 3-10 gal/yd3 after 360 hours (15 days) of exposure to the environment Electrical conductivity >0.2 ds/m Cation Exchange Capacity ≥5 millieq/l Anion Exchange Capacity ≥5 millieq/l Dioxins TEQ <0.75 ng/kg WHO-PCDD/F-TEQ//kg (with < 0.5 ng/kg WHO-PCDD/F-TEQ//kg optimal) Hydrophilicity 0-4 (Indexed by MED testing) 0-4 (Indexed by Infiltrometer testing)

The above data has been verified, by the testing set forth herein, using treated biochars containing mostly particle sizes less than or equal to 10 mm and greater than 0.5 mm. In general, for most batches of biochar, greater than seventy-five percent (75%) of the biochars tested in batch by both volume and weight have particle sizes less than or equal to 10 mm, where approximately 75% of the biochars tested in batch have particles sizes less than or equal to 5 mm. As also set forth above, the biochars tested have at least 55% carbon content based upon weight. When measuring particle size, as particle size distribution in a batch, a cumulative method of measure is used. When measured in a batch of particles, the cumulative particle size distribution is the percentage of the particles in the batch that will pass through a uniform sieve of a given size.

Regarding measurement of the above properties, the properties are defined and measured as set forth below:

UNIT OF ATTRIBUTE DEFINITION MEASURE METHOD OF MEASURE Impregnation The amount of water that can be Either volumetric Example measurement Capacity held internally within the porous (cm³ liquid per techniques: structure (micro, meso, and macro cm³ particles) or Measure specific amount pores) of a given particle or batch gravimetric (gm (grams or mL) of biochar; of particles, measured by the liquid per gm dry the sample at 120 C for 2 amount of liquid that can be particles) hrs.; transfer the sample into infused into biochar by vacuum sealed vacuum reactor and impregnation. apply vacuum of 15 to 30 inches Hg; start adding water drop wise to the biochar under vacuum; at the first sight of water not impregnated into the pores (incipient wetness) stop and measure the amount of water added up to this point; this water amount divided by the samples mass or volume will give the impregnation capacity. Alternative measurement: Dry substance completely (through heating or other means); weigh substance; expose substance to water while removing adsorbed gasses with partial vacuum by apply vacuum of 15 to 30 inches Hg; remove interspatial water by centrifuge or other surface drying technology. Do not heat to remove water in pores; weigh substance; the difference in the two weights of the substance of the initial dry weigh of the substance measures impregnation capacity. Water Holding The amount of water that can be Volumetric: (ml 1. Dry sample of biochar Capacity/Water held both internally within the liquid/ml particles 2. Place sample in a Retention porous structure, sorbed onto the or L liquid/L container Capacity particle surface and in the particles) 3. Fill container with water interparticle void spaces in a given Gravimetric (wet 4. Drain container batch of particles without forced weight-dry 5. Measure mass of sample infusion techniques. weight/dry weight) (i.e., wet weight) 6. Dry sample (preferably by exposure to heat at or above boiling point of water) 7. Measure mass of sample (i.e., dry weight) and/or determine sample volume Plant Available The difference of water content at % mass by weight A pressure plate extractor is Water field capacity from the water used to measure plant content at the permanent wilting available water point, which is the point when no water is available for the plants H₂O (TGA) H₂O (TGA) represents the mass of % mass by weight Thermogravimetric analysis water contained in the sample of a given sample indicating measured through % water in a sample is Thermogravimetric analysis determined by % mass loss (“TGA”). measured between standard temperature and 150 degrees C. Total ROC Total ROC (TGA) represents the % mass by weight Thermogravimetric analysis (TGA) mass of residual organic of a given sample indicating compounds (light and heavy) % of residual organic contained in a sample. compounds is measured by % mass loss sustained between 150 degrees C. and 950 degrees C. VOC % (TGA) Total ROC (TGA) represents the % mass by weight Thermogravimetric analysis mass of residual light organic of a given sample indicating compounds (volatiles) contained % of light organic in the sample. compounds (volatiles) is measured by % mass loss sustained between 150 degrees C. and 550 degrees C. Heavy ROC % TGA (Total ROC) represents the % mass by weight Thermogravimetric analysis (TGA) mass of mass of residual heavy of a given sample indicating organic compounds contained in % of heavy organic the sample. compounds is measured by % mass loss sustained between 550 degrees C. and 950 degrees C. pH The acidity of the biochar pH Mix biochar into deionized water at a ratio of 1 part BC to 5 parts water [mass:volume] ratio, for example, 50 g biochar + 250 mL DI water. Still slurry for 10 minutes using a standard magnetic stirrer. Measure pH of the slurry using standard pH measurement technology (i.e., a standard laboratory pH meter). Porosimetry- Mesopore and Macropore volume Weight based Determined by mercury Volume of Meso (pores between 3 nm and porosity (pore porosimetry, which measures and Macro pores 360,000 nm) in a material sample volume/weight) the meso & macro porosity (3 nm- over total sample volume cc/g or Volume by applying pressure to a 360,000 nm) based porosity sample immersed in mercury (pore volume/bulk at a pressure calibrated for volume) cc/ml the desired minimum pore diameter to be measured. Percentage of Percentage of macropore volume ml pores > 300 Macropore volume is pore volume > in a sample greater than 300 nm in nm/ml substance/ determined by mercury 300 nm to total diameter over total pore volume ml total pores/ml porosimetry, which measures pore volume substance the macroporosity by applying pressure to a sample immersed in mercury at a pressure calibrated for the minimum pore diameter (300 nm) to be measured. Total volume of pores per volumetric unit of substance is measured using gas expansion method. Remaining The total amount of water that mL/kg; mL/L 1. Create a sample of biochar Water Content remains held by the biochar after where the biochar has exposure to the environment for reached its maximum water certain amount of time. holding capacity; 2. Determine (using a portion of the sample) the total water content by thermogravimetric analysis (H2O (TGA)) 3. Expose the biochar (in the remaining sample) to the environment for a period of 2 weeks, 1 day (15 days, 360 hrs.); 4. Determine the remaining water content by thermogravimetric analysis (H2O (TGA)); and 5. Normalizing the remaining (retained) water in mL to 1 kg or 1 L biochar. Electrical Electrical conductivity is the ds/m Following the USDA Soil Conductivity measure of the amount of Quality Test Kit Guide, electrical current a material material is mixed with can carry. deionized water on a 1:1 material to water ratio on a volume basis. The electrical conductivity is then measured using a commonly available EC meter-consisting of two electrodes and a constant current flowing through the material between the electrodes. Cation Cation exchange capacity (CEC) is millieq/l CEC may be determined Exchange the total capacity of a soil to hold through the use of Capacity exchangeable cations. CEC is an ammonium acetate buffered inherent soil characteristic and is at pH 7.0. The material is difficult to alter significantly. It saturated with 1M influences the soil's ability to hold ammonium acetate, onto essential nutrients and (NH₄OAc), followed by the provides a buffer against soil release of the NH₄ ⁺ ions and acidification. its measurement in meq/100 g (milliequivalents of charge per 100 g of dry soil) or cmolc/kg (centimoles of charge per kilogram of dry soil). Instead of ammonium acetate another method uses barium chloride. 0.1M BaCl₂ is used to saturate the exchange sites followed by replacement with either MgSO₄ or MgCl₂. Indirect methods for CEC calculation involves the estimation of extracted Ca₂ ⁺, Mg₂ ⁺, K⁺, and Na⁺ in a standard soil test using Mehlich 3 and accounting for the exchangeable acidity (sum of H⁺, Al₃ ⁺, Mn₂ ⁺, and Fe₂ ⁺) if the pH is below 6.0 Anion Exchange AEC is the degree to which a soil millieq/l AEC is calculated directly or Capacity can adsorb and exchange anions. indirectly by saturated paste AEC increases as soil pH extraction of exchangeable decreases. The pH of most anions, Cl⁻, NO₃ ⁻, SO₄ ²⁻, and productive soils is usually too high PO4³⁻ to calculate anion sum (exceptions are for volcanic soils) or the use of potassium for full development of AEC and bromide to saturate anions thus it generally plays a minor role sites at different pHs and in supplying plants with anions. repeated washings with calcium chloride and final measurement of bromide Dioxins TEQ Polychlorinated dibenzo-p-dioxins ng/kg WHO- Two methods are used: EPA (PCDDs) (i.e., 75 congeners (10 PCDD/F-TEQ//kg Method 8290 (for research are specifically toxic)); and understanding at low Polychlorinated dibenzofurans levels (ppt-ppq); and EPA (PCDFs) (i.e., 135 congeners (7 Method 1613B (for are specifically toxic)) and regulatory compliance). Polychlorinated biphenyls (PCBs) Both are based on high (Considered dioxin-like resolution gas chromatography compounds (DLCs)) (HRGC)/high resolution mass spectrometry (HRMS). Hydrophilicity Measure of the affinity of the Indexed Molarity of Ethanol Drop material to absorb or associate Test (“MED Test”) with water (the lower the indexed 1. Make seven solutions of number the more affinity the deionized (“DI”) water with biochar has to absorb water and the following respective thus the more hydrophillic) percentages of ethanol: 3, 5, 11, 13, 18, 24 and 36. The test started with a mixture having no DI. 2. Place biochar in container prepared for testing 3. Start with DI water testing (solution 0 - no ethanol); Test multiple drop laid onto the substrate surface from low height. If drops soak in less than 3 seconds, record substrate as “0.” If drops take longer than 3 seconds or don’t soak in, go to test solution 1. 4. Test Solution 1; Test multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, record material as “1.” If drops take longer than 3 seconds, or don’t soak in, go to test solution 2. 5. Test solution 2; Test multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, record material as “2.” If drops take longer than 3 seconds, or don’t soak in, go to test solution 3. Proceed as above, testing progressively higher numbered MED solutions until you find the solution that soaks into the substrate in 3 seconds or less. The substrate is recorded as having that Hydrophobicity Index number assigned to it (0-7, with 0 being very hydrophilic and 7 strongly hydrophobic). Hydrophilicity Measure of the affinity of the Indexed Infiltrometer Testing material to absorb or associate 1. Fill the bubble with water (the lower the indexed chamber three quarters full number the more affinity the with tap water for both water biochar has to absorb water and and ethanol sorptivity tests. thus the more hydrophillic) Do NOT use distilled or DI water. 2. Once the upper chamber is full, invert the infiltrometer and fill the water reservoir with 80 mL. 3. Carefully set the position of the end of the mariotte tube with respect to the porous disk to ensure a zero suction offset while the tube bubbles. If this dimension is changed accidentally, the end of the mariotte tube should be reset to 6 mm from the end of the plastic water reservoir tube. 4. Replace the bottom elastomer, making sure the porous disk is firmly in place. 5. If the infiltrometer is held vertically using a stand and clamp, no water should leak out. 6. Set the suction rate of 1 cm for all samples. 7. If the surface of the sample is not smooth, a thin layer of fine biochar being tested can be applied to the area directly underneath the infiltrometer stainless steel disk. This ensures good contact between the samples and the infiltrometer. 8. When we take the reading, the interval is 1 min for both water and ethanol sorptivity test. 9. To be accurate, 20 mL water or 95% ethanol needs to be infiltrated into the samples. 10. Record time and water/ ethanol volume. Data Processing 1. Input the volume levels and time to the corresponding volume column 2 . Use the following equation to calculate the hydrophobicity index of R I = at + b√t a: Infiltration Rate, cm/s b: Sorptivity, cm/s^(1/2) $R = {1.95*\frac{b_{ethanol}}{b_{water}}}$

1. Impregnation Capacity

As illustrated above, “impregnation capacity” is defined as the amount of water that can be held internally within the porous structure (micro, meso, and macro pores) of a given particle or batch of particles. This is measured by determining the maximum amount of liquid that can be infused into biochar by vacuum impregnation. The measurement can be taken either volumetric (ml liquid per ml particles) or gravimetric (gm liquid per gm particles). More than one measurement technique can be used to determine the impregnation capacity. In one example, the measurement is determined by the following procedure: (i) measure a specific amount (grams or mL) of biochar; (ii) dry the sample at 120° C. for 2 hrs.; (iii) transfer the sample into sealed vacuum reactor and apply vacuum of 15 to 30 inches Hg; (iv) start adding water drop wise to the biochar under vacuum; (v) at the first sight of water not impregnated into the pores (incipient wetness) stop and measure the amount of water added up to this point; (vi) this water amount divided by the samples mass or volume will give the impregnation capacity.

In another example, impregnation capacity is measured by the following procedure: (i) measure a specific amount of biochar (grams or mL); (ii) dry the biochar by, for example, heating the biochar under a temperature of 120° C. for a period of 2 hours or until mass loss is below 0.1% in a 5 minute period, or by using another acceptable technique to reduce the moisture content of the biochar to less than 2% and preferably less than 1%; (ii) weigh the biochar; (iii) expose the biochar to water while removing the absorbed gasses with a partial vacuum of 15 to 30 inches Hg; (iv) removing interspatial water by centrifuge or other surface drying technology (excluding heat); and (v) weighing the biochar. The difference in weight of the substance in step (ii) from step (v) over the total weight of the substance from step (ii) determines the impregnation capacity of the biochar. This number can be then be presented as a measurement by mass or volume.

2. Increases Water Holding Capacity/Water Retention Capacity

As demonstrated below, the treatment processes of the invention modify the surfaces of the pore structure to provide enhanced functionality and to control the properties of the biochar to achieve consistent and predicable performance. Using the above treatment processes, anywhere from at least 10% of the total pore surface area up to 90% or more of the total pore surface area may be modified. In some implementations, it may be possible to achieve modification of up to 99% or more of the total pore surface area of the biochar particle. Using the processes set forth above, such modification may be substantially and uniformly achieved for an entire batch of treated biochar.

For example, it is believed that by treating the biochar as set forth above, the hydrophilicity of the surface of the pores of the biochar is modified, allowing for a greater water retention capacity. Further, by treating the biochars as set forth above, gases and other substances are also removed from the pores of the biochar particles, also contributing to the biochar particles' increased water holding capacity. Thus, the ability of the biochar to retain liquids, whether water or additives in solution, is increased, which also increases the ability to load the biochar particles with large volumes of inoculant, infiltrates and/or additives.

A batch of biochar has a bulk density, which is defined as weight in grams (g) per cm³ of loosely poured material that has or retains some free space between the particles. The biochar particles in this batch will also have a solid density, which is the weight in grams (g) per cm³ of just particles, i.e., with the free space between the particles removed. The solid density includes the air space or free space that is contained within the pores, but not the free space between particles. The actual density of the particles is the density of the material in grams (g) per cm³ of material, which makes up the biochar particles, i.e., the solid material with pore volume removed.

In general, as bulk density increases the pore volume is expected to decrease. When the pore volume is macro or mesoporous, the ability of the material to hold infiltrate, e.g., inoculant is directly proportional to the pore volume, thus it is also expected to decrease as bulk density increases. With the infiltration processes, the treated biochars can have impregnation capacities that are larger than could be obtained without infiltration, e.g., the treated biochars can readily have 30%, 40%, 50%, or most preferably, 60%-100% of their total pore volume filled with an infiltrate, e.g., an inoculant. The impregnation capacity is the amount of a liquid that a biochar particle, or batch of particles, can absorb. The ability to make the pores surface hydrophilic, and to infuse liquid deep into the pore structure through the application of positive or negative pressure and/or a surfactant, alone or in combination, provides the ability to obtain these high impregnation capabilities. The treated biochars can have impregnation capacities, i.e., the amount of infiltrate that a particle can hold on a volume held/total volume of a particle basis, that is greater than 0.2 cm³/cm³ to 0.8 cm³/cm³. Resulting bulk densities of treated biochar can range from 0.1-0.6 g/cm³ and sometimes preferably between 0.3-0.6 g/cm³ and can have solid densities ranging from 0.2-1.2 g/cm³.

Accordingly, by using the treatment above, the water retention capacity of biochar can be greatly increased over the water retention capacities of various soil types and even raw biochar, thereby holding water and/or nutrients in the plant's root zone longer and ultimately reducing the amount of applied water (through irrigation, rainfall, or other means) needed by up to 50% or more. FIG. 6 is a chart showing the water retention capacities of soils versus raw and treated biochar. The soils sampled are loam and sandy clay soil and a common commercial horticultural mix. The charts show the retained water as a function of time.

In chart A, the bottom line represents the retained water in the sandy claim loam soil over time. The middle line represents the retained water in the sandy clay soil with 20% by volume percent of unprocessed raw biochar. The top line represents the retained water in the sandy clay loam soil with 20% by volume percent of treated biochar (adjusted and inoculated biochar). Chart B represents the same using a soilless potting mix rather than sandy clay loam soil.

As illustrated in FIG. 7, testing showed a treated biochar had an increased water retention capacity of approximately 1.5 times that of the raw biochar from the same feedstock. Similar results have been seen with biochars derived from various feedstocks. With certain biochar types, the water retention capacity of treated biochar could be as great as three times that of raw biochar.

“Water holding capacity,” which may also be referred to as “Water Retention Capacity,” is the amount of water that can be held both internally within the porous structure and in the interparticle void spaces in a given batch of particles. While a summary of the method of measure is provided above, a more specific method of measuring water holding capacity/water retention capacity is measured by the following procedure: (i) drying a sample of material under temperatures of 105° C. for a period of 24 hours or using another scientifically acceptable technique to reduce the moisture content of the material to less than 2%, less than 1%; and preferably less than 0.5% (ii) placing a measured amount of dry material in a container; (iii) filling the container having the measured amount of material with water such that the material is completely immersed in the water; (iv) letting the water remain in the container having the measured amount of material for at least ten minutes or treating the material in accordance with the invention by infusing with water when the material is a treated biochar; (v) draining the water from the container until the water ceases to drain; (vi) weighing the material in the container (i.e., wet weight); (vii) again drying the material by heating it under temperatures of 105° C. for a period of 24 hours or using another scientifically acceptable technique to reduce the moisture content of the material to less than 2% and preferably less than 1%; and (viii) weighing the dry material again (i.e., dry weight) and, for purposes of a volumetric measure, determining the volume of the material.

Measured gravimetrically, the water holding/water retention capacity is determined by measuring the difference in weight of the material from step (vi) to step (viii) over the weight of the material from step (viii) (i.e., wet weight-dry weight/dry weight). FIG. 8 illustrates the different water retention capacities of raw biochar versus treated biochar measured gravimetrically. As illustrated, water retention capacity of raw biochar can be between 100-200%, whereas treated biochar can have water retention capacities measured gravimetrically between 200-400%.

Water holding capacity can also be measured volumetrically and represented as a percent of the volume of water retained in the biochar after gravitationally draining the excess water/volume of biochar The volume of water retained in the biochar after draining the water can be determined from the difference between the water added to the container and water drained off the container or from the difference in the weight of the wet biochar from the weight of the dry biochar converted to a volumetric measurement. This percentage water holding capacity for treated biochar may be 50-55 percent and above by volume.

Given biochar's increased water retention capacity, the application of the treated biochar and even the raw biochar can greatly assist with the reduction of water and/or nutrient application. It has been discovered that these same benefits can be imparted to agricultural growth.

Treated biochar of the present invention has also demonstrated the ability to retain more water than raw biochar after exposure to the environment for defined periods of time. For purposes of this application “remaining water content” can be defined as the total amount of water that remains held by the biochar after exposure to the environment for certain amount of time. Exposure to environment is exposure at ambient temperature and pressures. Under this definition, remaining water content can be measured by (i) creating a sample of biochar that has reached its maximum water holding capacity; (ii) determining the total water content by thermogravimetric analysis (H₂O (TGA)), as described above on a sample removed from the output of step (i) above, (iii) exposing the biochar in the remaining sample to the environment for a period of 2 weeks (15 days, 360 hrs.); (iv) determining the remaining water content by thermogravimetric analysis (H₂O (TGA)); and (v) normalizing the remaining (retained) water in mL to 1 kg or 1 L biochar. The percentage of water remaining after exposure for this two-week period can be calculated by the remaining water content of the biochar after the predetermined period over the water content of the biochar at the commencement of the two-week period. Using this test, treated biochar has shown to retain water at rates over 4× that of raw biochar. Testing has further demonstrated that the following amount of water can remain in treated biochar after two weeks of exposure to the environment: 100-650 mL/kg; 45-150 mL/L; 12-30 gal/ton; 3-10 gal/yd³ after 360 hours (15 days) of exposure to the environment. In this manner, and as illustrated in FIG. 8, biochar treated with a process consistent with those described in this disclosure can increase the amount of retained water in biochar about 3 times compared to other methods even after seven weeks. In general, the more porous and the higher the surface area of a given material, the higher the water retention capacity. Further, it is theorized that by modifying the hydrophilicity/hydrophobicity of the pore surfaces, greater water holding capacity and controlled release may be obtained. Thus, viewed as a weight percent, e.g., the weight of retained water to weight of biochar, examples of the present biochars can retain more than 5% of their weight, more than 10% of their weight, and more than 15% of their weight, and even more than 50% of their weight compared to an average soil which may retain 2% or less, or between 100-600 ml/kg by weight of biochar.

Tests have also shown that treated biochars that show weight loss of >1% in the interval between 43-60° C. when analyzed by the Thermal Gravimetric Analysis (TGA) (as described below) demonstrate greater water holding and content capacities over raw biochars. Weight loss of >5%-15% in the interval between 38-68° C. when analyzed by the Thermal Gravimetric Analysis (TGA) using sequences of time and temperature disclosed in the following paragraphs or others may also be realized. Weight percentage ranges may vary from between >1%-15% in temperature ranges between 38-68° C., or subsets thereof, to distinguish between treated biochar and raw biochar.

FIG. 9 is a chart 900 showing the weight loss of treated biochars 902 versus raw biochar samples 904 when heated at varying temperatures using the TGA testing described below. As illustrated, the treated biochars 902 continue to exhibit weight loss when heated between 40-60° C. when analyzed by the Thermal Gravimetric Analysis (TGA) (described below), whereas the weight loss in raw biochar 804 between the same temperature ranges levels off. Thus, testing demonstrates the presence of additional moisture content in treated biochars 902 versus raw biochars 904.

In particular, the treated biochars 902 exhibit substantial water loss when heated in inert gas such as nitrogen following treatment. More particularly, when heated for 25 minutes at each of the following temperatures 20, 30, 40, 50 and 60° C. the treated samples lose about 5-% to 15% in the interval 43-60° C. and upward of 20-30% in the interval between 38-68° C. The samples to determine the water content of the raw biochar were obtained by mixing a measured amount of biochar and water, stirring the biochar and water for 2 minutes, draining off the water, measuring moisture content and then subjecting the sample to TGA. The samples for the treated biochar were obtained by using the same measured amount of biochar as used in the raw biochar sample and using treatment process consistent with those described in this disclosure. The moisture content is then measured and the sample is subjected to TGA described above.

The sequences of time and temperature conditions for evaluating the effect of biochars heating in inert atmosphere is defined in this application as the “Bontchev-Cheyne Test” (“BCT”). The BCT is run using samples obtained, as described above, and applying Thermal Gravimetric Analysis (TGA) carried out using a Hitachi STA 7200 analyzer under nitrogen flow at the rate of 110 mL/min. The biochar samples are heated for 25 minutes at each of the following temperatures: 20, 30, 40, 50 and 60° C. The sample weights are measured at the end of each dwell step, at the beginning and at the end of the experiment. The analyzer also continually measures and records weight over time. Biochars treated with a process consistent with those described in this disclosure to enhance water holding or retention capacities typically exhibit weight loss of >5% in the interval between 38-68° C., >1% in the interval between 43-60° C. Biochars with greater water holding or retention capacities can exhibit >5% weight loss in the interval between 43-60° C. measured using the above described BCT.

Lastly, as illustrated in FIG. 10, plant available water is greatly increased in treated biochar over that of raw biochar. FIG. 10 illustrates the plant available water in raw biochar, versus treated biochar and treated dried biochar and illustrates that treated biochar can have a plant available water percent of greater than 35% by volume.

“Plant Available Water” is the amount of unbound water in a material available for plants to uptake. This is calculated by subtracting the volumetric water content at the permanent wilting point from the volumetric water content at field capacity, which is the point when no water is available for the plants. Field capacity is generally expressed as the bulk water content retained in at −33 J/kg (or −0.33 bar) of hydraulic head or suction pressure. Permanent wilting point is generally expressed as the bulk water content retained at −1500 J/kg (or −15 bar) of hydraulic head or suction pressure. Methods for measuring plant available water are well-known in the industry and use pressure plate extractors, which are commercially available or can be built using well-known principles of operation.

3. Adjusts pH

With regard to treatment for pH adjustment, the above described vacuum infiltration processes and/or surfactant treatment processes have the ability to take raw biochars having detrimental or deleterious pHs and transform those biochars into a treated biochar having pH that is in an optimal range for most plant growth, and soil health. Turning to FIG. 11, a graph 1100 is provided that shows the pH of various starting raw biochars that were made from different starting materials and pyrolysis process temperatures, including coconut shells 1104, pistachio shells 1101, corn at 500° C. 1105, corn at 900° C. 1102, bamboo 1103, mesquite 1106, wood and coffee 1108, wood (Australia) 1109, various soft woods 1110, 1111, 1112, 1113, 1114, 1115, 1116, 1117, red fir at 900° C. 1107, various grasses at 500° C. 1118, 1119, 1120, grass 1121, and grass at 900° C. 1123. The treatment processes described in this disclosure, can be used to alter the pH from the various undesirable pH levels and bring the pH into the preferred, optimal range 1124 for most plant growth, soil health and combinations of these. FIG. 12 is a chart 1200 showing percentage of germination for lettuce plants for particular pHs, and a desired germination range 1201. A control 1204 is compared with an optimal pH range 1202, and a distribution 1203 of growth rates across pHs is shown.

If treated for pH adjustment, the treated biochar takes a few days after treatment for the pH to normalize. Once normalized, tests have proven that pH altered biochar remains at a stable pH, typically the treatment is used to lower the stable pH to below that of the raw biochar, for up to 12 months or more after treatment. Although in certain situations, the pH could be altered to be higher than the raw biochar when needed.

For example, the treatment process of the present invention can remove and/or neutralize inorganic compounds, such as the calcium hydroxide ((CaOH)₂), potassium oxide (K₂OK₂OK₂0), magnesium oxide (MgO), magnesium hydroxide (Mg(OH)₂), and many others that are formed during pyrolysis, and are fixed to the biochar pore surfaces. These inorganics, in particular calcium hydroxide, adversely affect the biochar's pH, making the pH in some instances as high as 8.5, 9.5, 10.5 and 11.2. These high pH ranges are deleterious, detrimental to crops, and may kill or adversely affect the plants, sometimes rendering an entire field a loss.

The calcium hydroxide, and other inorganics, cannot readily and quickly be removed by simple washing of the biochar, even in an acid bath. It cannot be removed by drying the biochar, such as by heating or centrifugal force. It is theorized that these techniques and methodologies cannot reach or otherwise affect the various pore surfaces, e.g., macro-, meso- and micro-in any viable or efficacious manner; and thus cannot remove or otherwise neutralize the calcium hydroxide.

Upon modification of the pore surface area by removal and/or neutralization of deleterious substances, such as calcium hydroxide, the pH of the biochar can be reduced to the range of about pH 5 to about pH 8, and more preferably from about pH 6.4 to about 7.2, and still more preferably around 6.5 to 6.8, recognizing that other ranges and pHs are contemplated and may prove useful, under specific environmental or agricultural situations or for other applications. Thus, the present treated biochars, particles, batches and both, have most, essentially all, and more preferably all, of their pore surfaces modified by the removal, neutralization and both, of the calcium hydroxide that is present in the starting biochar material. These treated biochars have pHs in the range of about 5 to about 8, about 6.5 to about 7.5, about 6.4 to about 7, and about 6.8. Prior to and before testing, biochar is passed through a 2 mm sieve before pH is measured. All measurements are taken according to Rajkovich et. al, Corn growth and nitrogen nutrition after additions of biochars with varying properties to a temperate soil, Biol. Fertil. Soils (2011), from which the International Biochar Initiative (IBI) method is based.

There are a wide variety of tests, apparatus and equipment for making pH measurements. For example, and preferably when addressing the pH of biochar, batches, particles and pore surfaces of those particles, two appropriates for measuring pH are the Test Method for the US Composting Council (“TMCC”) 4.11-A and the pH Test Method promulgated by the International Biochar Initiative. The test method for the TMCC comprises mixing biochar with distilled water in 1:5 [mass:volume] ratio, e.g., 50 grams of biochar is added to 250 ml of pH 7.0±0.02 water and is stirred for 10 minutes; the pH is then the measured pH of the slurry. The pH Test Method promulgated by the International Biochar Initiative comprises 5 grams of biochar is added to 100 ml of water pH=7.0±0.02 and the mixture is tumbled for 90 minutes; the pH of the slurry is measured at the end of the 90 minutes of tumbling.

4. Removing/Neutralizing Deleterious Materials

Further, the treatment processes are capable of modifying the pore surfaces to remove or neutralize deleterious materials that are otherwise difficult, if not for all practical purpose, impossible to mitigate. For example, heavy metals, transition metals, sodium and phytotoxic organics, polycyclic aromatic hydrocarbons, volatile organic compounds (VOCs), and perhaps other phytotoxins. Thus, by treating the biochar in accordance with the treatment processes set forth and described above, the resulting treated biochar has essentially all, and more preferably all, of their pore surfaces modified by the removal, neutralization and both, of one or more deleterious, harmful, or potentially harmful material that is present in the starting biochar material.

For example, treatment can reduce the total percentage of residual organic compounds (ROC), including both the percentage of heavy ROCs and percentage of VOCs. Through treatment, the total ROC can be reduced to 0-25% wt. %, percentage heavy ROC content can be reduced to 0-20% wt. % and VOC content can be reduced to less than 5% wt. %. For purposes of this application, “Residual organic compounds” (ROCs) are defined as compounds that burn off during thermogravimetric analysis, as defined above, between 150 degrees C. and 950 degrees C. Residual organic compounds include, but are not limited to, phenols, polyaromatic hydrocarbons, monoaromatic hydrocarbons, acids, alcohols, esters, ethers, ketones, sugars, alkanes and alkenes. Of the ROCs, those that burn off using thermogravimetric analysis between 150 degrees C. and 550 degrees are considered light organic compounds (volatiles or VOCs), and those that burn off between 550 degrees C. and 950 degrees C. are heavy residual organic compounds. It should be noted that there may be some inorganic compounds which also are burned off during TGA analysis in these temperature ranges, but these are generally a very low percentage of the total emission and can be disregarded in the vast majority of cases as slight variations. In any of these measurements, a gas chromatograph/mass spectrometer may be used if needed for higher degrees of precision.

The percent water, total organic compounds, total light organic compounds (volatiles or VOC) and total heavy organic compounds, as referenced in this application as contained in a biochar particle or particles in a sample may all be measured by thermogravimetric analysis. Thermogravimetric analysis is performed by a Hitachi STA 7200 analyzer or similar piece of equipment under nitrogen flow at the rate of 110 mL/min. The biochar samples are heated for predetermined periods of time, e.g., 20 minutes, at a variety of temperatures between 100 and 950° C. The sample weights are measured at the end of each dwell step and at the beginning and at the end of the experiment. Thermogravimetric analysis of a given sample indicating percentage water in a sample is determined by % mass loss measured between standard temperature and 150 degrees C. Thermogravimetric analysis of a given sample indicating percentage of residual organic compounds is measured by percentage mass loss sustained between 150 degrees C. and 950 degrees C. Thermogravimetric analysis of a given sample indicating percentage of light organic compounds (volatiles) is measured by percentage mass loss sustained between 150 degrees C. and 550 degrees C. Thermogravimetric analysis of a given sample indicating percentage of heavy organic compounds is measured by percentage mass loss sustained between 550 degrees C. and 950 degrees C. FIG. 13 is an example of a Thermogravimetric Analysis (TGA) plot outlining the above explanation and the measure of water, light organics and heavy organics.

As noted above, treatment can remove or neutralize heavy metals, transition metals, sodium and phytotoxic organics, polycyclic aromatic hydrocarbons, volatile organic compounds (VOCs), other phytotoxins, and even dioxins. Thus, by treating the biochar in accordance with the treatment processes set forth and described above, the resulting treated biochar has essentially all, and more preferably all, of their pore surfaces modified by the removal, neutralization or both, of one or more deleterious, harmful, or potentially harmful material that is present in the starting biochar material.

Dioxins may also be removed through the treatment processes of the present invention. Dioxins are released from combustion processes and thus are often found in raw biochar. Dioxins include polychlorinated dibenzo-p-dioxins (PCDDs) (i.e., 75 congeners (10 are specifically toxic)); polychlorinated dibenzofurans (PCDFs) (i.e., 135 congeners (7 are specifically toxic)) and polychlorinated biphenyls (PCBs) (Considered dioxin-like compounds (DLCs)).

Since some dioxins may be carcinogenic even at low levels of exposure over extended periods of time, the FDA views dioxins as a contaminant and has no tolerances or administrative levels in place for dioxins in animal feed. Dioxins in animal feed can cause health problems in the animals themselves. Additionally, the dioxins may accumulate in the fat of food-producing animals and thus consumption of animal derived foods (e.g. meat, eggs, milk) could be a major route of human exposure to dioxins. Thus, if biochar is used in animal applications, where the animals ingest the biochar, the ability to remove dioxins from the raw biochar prior to use is of particular significance.

Results have proven the removal of dioxins from raw biochar by applying the treatment process of the present invention. To demonstrate the removal of dioxins, samples of both raw biochar and biochar, treated within the parameters set forth above, were sent out for testing. The results revealed that the dioxins in the raw biochar were removed through treatment as the dioxins detected in the raw biochar sample were not detected in the treated biochar sample. Below is a chart comparing the test results of measured dioxins in the raw verses the treated biochar.

Amount Detected in Amount Detected in Treated Dioxins Raw Biochar Sample Biochar Sample Tetradioxins 26.4 ng/Kg-dry Not detectable Pentadioxins 5.86 ng/Kg-dry Not detectable Hexadioxins 8.41 ng/Kg-dry Not detectable

A number of different dioxins exist, several of which are known to be toxic or undesirable for human consumption. Despite the test results above, it is possible that any number of dioxins could be present in raw biochar depending on the biomass or where the biomass is grown. It is shown, however, in the above testing, that the treatment process of the present invention can be used to eliminate dioxins present in raw biochar.

Seventeen tetra-octo dioxins and furan congeners are the basis for regulatory compliance. Other dioxins are much less toxic. Dioxins are generally regulated on toxic equivalents (TEQ) and are represented by the sum of values weighted by Toxic Equivalency Factor (TEF) TEQ=Σ[C₁]×TEF₁

2,3,7,8-TCDD has a TEF of 1 (most toxic). TEQ is measured as ng/kg WHO-PCDD/F-TEQ//kg NDs are also evaluated. Two testing methods are generally used to determine TEQ values: EPA Method 8290 (for research and understanding at low levels (ppt-ppq); and EPA Method 1613B (for regulatory compliance). Both are based on high resolution gas chromatography (HRGC)/high resolution mass spectrometry (HRMS).

The required EU Feed Value is equal to or less than 0.75 ng/kg WHO-PCDD/F-TEQ//kg. Treated biochar, in accordance with the present invention, has shown to have TEQ dioxins less than 0.5 ng/kg WHO-PCDD/F-TEQ//kg, well below the requirement for EU Feed limits of 0.75 ng/kg WHO-PCDD/F-TEQ//kg. As further set forth above, treatment can reduce the amount of detectable dioxins from raw biochar such that the dioxins are not detectible in treated biochar. Two methods are used: EPA Method 8290 (for research and understanding at low levels (ppt-ppq); and EPA Method 1613B (for regulatory compliance). Both are based on high resolution gas chromatography (HRGC)/high resolution mass spectrometry (HRMS).

5. Pore Volume

Generally, a treated biochar sample has greater than 50% by volume of its porosity in macropores (pores greater than 300 nanometers). Further, results indicate that greater than 75% of pores in treated biochar are below 50,000 nanometers. Also, results indicate that greater than 50% by volume of treated biochar porosity are pores in the range of 500 nanometers and 100,000 nanometers. Bacterial sizes are typically 500 nanometers to several thousand nanometers. Bacteria and other microbes have been observed to fit and colonize in the pores of treated biochar, thus supporting the pore size test results.

Macropore volume is determined by mercury porosimetry, which measures the meso and/or macro porosity by applying pressure to a sample immersed in mercury at a pressure calibrated for the minimum pore diameter to be measured (for macroporosity this is 300 nanometers). This method can be used to measure pores in the range of 3 nm to 360,000 nm. Total volume of pores per volumetric unit of substance is measured using gas expansion method.

Depending upon the biomass from which the biochar is derived, mercury porosimetry testing has shown that washing under differential pressure, using the processes described above, can increase the number of both the smallest and larger pores in certain biochar (e.g., pine) and can increase the number of usable smaller pores. Treatment of biochar using either vacuum or surfactant does alter the percentage of total usable pores between 500 to 100,000 nanometers and further has varying impact on pores less than 50,000 nanometers and less than 10,000 nanometers.

FIG. 14 is a chart 1400 showing the impact of treatment on pores sizes of biochar derived from coconut. The majority of the coconut based biochar pores are less than 10 microns. Many are less than 1 micron. Vacuum processing of the biochar results in small reduction of 10 to 50 micron pores, with increase of smaller pores on vacuum processing. The mercury porosimetry results of the raw biochar are represented by 1402 (first column in the group of three). The vacuum treated biochar is represented by 1404 (second column in the group of three) and the surfactant treated biochar is 1406 (third column in the group of three).

FIG. 15 is a chart 1500 showing the impact of treatment on pores sizes of biochar derived from pine. The majority of the pine based biochar pores are 1 to 50 microns, which is a good range for micro-biologicals. Vacuum processing results in significant reduction of the 10 to 50 micron pores, with an increase of smallest and largest pores. The mercury porosimetry results of the raw biochar are represented by 1502 (first column in the group of three). The vacuum treated biochar is represented by 1504 (second column in the group of three) and the surfactant treated biochar is 3006 (third column in the group of three).

6. Electrical Conductivity

The electrical conductivity (EC) of a solid material-water mixture indicates the amount of salts present in the solid material. Salts are essential for plant growth. The EC measurement detects the amount of cations or anions in solution; the greater the amount of ions, the greater the EC. The ions generally associated with salinity are Ca²⁺, Mg²⁺, K⁺, Na⁺, H⁺, NO₃ ⁻, SO₄ ²⁻, Cl—, HCO₃ ⁻, OH⁻. Electrical conductivity testing of biochar was done following the method outlined in the USDA's Soil Quality Test Kit Guide and using a conventional EC meter. The biochar sample is mixed with DI water in a 1:1 biochar to water ratio on a volume basis. After thorough mixing, the EC (dS/m) is measured while the biochar particles are still suspended in solution. Treatment, as outlined in this disclosure can be used to adjust the ions in the char. Testing of treated biochar shows its EC is generally greater than 0.2 dS/m and sometimes greater than 0.5 dS/m.

7. Cation Exchange Capacity

One method for cation exchange capacity (“CEC”) determination is the use of ammonium acetate buffered at pH 7.0 (see Schollenberger, C. J. and Dreibelbis, E R. 1930, Analytical methods in base-exchange investigations on soils, Soil Science, 30, 161-173). The material is saturated with 1M ammonium acetate, (NH₄OAc), followed by the release of the NH₄ ⁺ ions and its measurement in meq/100 g (milliequivalents of charge per 100 g of dry soil) or cmolc/kg (centimoles of charge per kilogram of dry soil). Instead of ammonium acetate another method uses barium chloride according to Mehlich, 1938, Use of triethanolamine acetate-barium hydroxide buffer for the determination of some base exchange properties and lime requirement of soil, Soil Sci. Soc. Am. Proc. 29:374-378. 0.1 M BaCl₂ is used to saturate the exchange sites followed by replacement with either MgSO₄ or MgCl₂.

Indirect methods for CEC calculation involves the estimation of extracted Ca₂ ⁺, Mg₂ ⁺, K⁺, and Na⁺ in a standard soil test using Mehlich 3 and accounting for the exchangeable acidity (sum of H⁺, Al₃ ⁺, Mn₂ ⁺, and Fe₂ ⁺) if the pH is below 6.0 (see Mehlich, A. 1984, Mehlich-3 soil test extractant: a modification of Mehlich-2 extractant, Commun. Soil Sci. Plant Anal. 15(12): 1409-1416). When treated using the above methods, including but not limited by washing under a vacuum, treated biochars generally have a CEC greater than 5 millieq/l and some even have a CEC greater than 25 (millieq/l). To some extent, treatment can be used to adjust the CEC of a char.

8. Anion Exchange Capacity

Similar to CEC measurements, anion exchange capacity (“AEC”) may be calculated directly or indirectly-saturated paste extraction of exchangeable anions, Cl⁻, NO₃ ⁻, SO₄ ²⁻, and PO₄ ³″ to calculate anion sum or the use of potassium bromide to saturate anions sites at different pHs and repeated washings with calcium chloride and final measurement of bromide (see Rhoades, J. D. 1982, Soluble salts, p. 167-179. In: A. L. Page et al. (ed.) Methods of soil analysis: Part 2: Chemical and microbiological properties; and Michael Lawrinenkoa and David A. Laird, 2015, Anion exchange capacity of biochar, Green Chem., 2015, 17, 4628-4636). When treated using the above methods, including but not limited by washing under a vacuum, treated biochars generally have an AEC greater than 5 millieq/l and some even have an AEC greater than 20 (millieq/l). To some extent, treatment can be used to adjust the CEC of a char.

9. Hydrophilicity/Hydrophobicity

The ability to control the hydrophilicity of the pores provides the ability to load the biochar particles with larger volumes of inoculant. The more hydrophilic the more the biochars can accept inoculant or infiltrate. Tests show that biochar treated in accordance with the above processes, using either vacuum or surfactant treatment processes increase the hydrophilicity of raw biochar. Two tests may be used to test the hydrophobicity/hydrophilicity of biochar: (i) the Molarity of Ethanol Drop (“MED”) Test; and (ii) the Infiltrometer Test.

The MED test was originally developed by Doerr in 1998 and later modified by other researchers for various materials. The MED test is a timed penetration test that is noted to work well with biochar soil mixtures. For 100% biochar, penetration time of different mixtures of ethanol/water are noted to work better. Ethanol/Water mixtures verses surface tension dynes were correlated to determine whether treated biochar has increased hydrophilicity over raw biochar. Seven mixtures of ethanol and deionized water were used with a sorption time of 3 seconds on the biochar.

Seven solutions of deionized (“DI”) water with the following respective percentages of ethanol: 3, 5, 11, 13, 18, 24 and 36, were made for testing. The test starts with a mixture having no DI. If the solution is soaked into the biochar in 3 seconds for the respective solution, it receives the corresponding Hydrophobicity Index value below.

Ethanol % Hydrophobicity Index 0: DI Water 0 Very Hydrophillic  3% 1  5% 2 11% 3 13% 4 18% 5 24% 6 36% 7 Strongly hydrophobic

To start the test the biochar (“material/substrate”) is placed in convenient open container prepared for testing. Typically, materials to be tested are dried 110° C. overnight and cooled to room temperature. The test starts with a deionized water solution having no ethanol. Multiple drips of the solution are then laid onto the substrate surface from low height. If drops soak in less than 3 seconds, test records substrate as “0”. If drops take longer than 3 seconds or don't soak in, go to test solution 1. Then, using test solution 1, multiple drops from dropper are laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “1”. If drops take longer than 3 seconds, or don't soak in, go to test solution 2. Then, using test solution 2, multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “2”. If drops take longer than 3 seconds, or don't soak in, go to test solution 3. Then, using test solution 3, multiple drops from dropper laid onto the surface from low height. If drops soak into the substrate in less than 3 seconds, test records material as “3”. If drops take longer than 3 seconds, or don't soak in, go to solution 4.

The process above is repeated, testing progressively higher numbered MED solutions until the tester finds the solution that soaks into the substrate in 3 seconds or less. The substrate is recorded as having that hydrophobicity index number that correlates to the solution number assigned to it (as set forth in the chart above).

Example test results using the MED test method is illustrated below.

MATERIAL HYDROPHOBICITY INDEX Raw Biochars 3 to 5 Treated Biochars 1 to 3

Another way to measure and confirm that treatment decreases hydrophobicity and increases hydrophilicity is by using a mini disk infiltrometer. For this test procedure, the bubble chamber of the infiltrometer is filled three quarters full with tap water for both water and ethanol sorptivity tests. Deionized or distilled water is not used. Once the upper chamber is full, the infiltrometer is inverted and the water reservoir on the reserve is filled with 80 mL. The infiltrometer is carefully set on the position of the end of the mariotte tube with respect to the porous disk to ensure a zero suction offset while the tube bubbles. If this dimension is changed accidentally, the end of the mariotte tube should be reset to 6 mm from the end of the plastic water reservoir tube. The bottom elastomer is then replaced, making sure the porous disk is firmly in place. If the infiltrometer is held vertically using a stand and clamp, no water should leak out.

The suction rate of 1 cm is set for all samples. If the surface of the sample is not smooth, a thin layer of fine biochar can be applied to the area directly underneath the infiltrometer stainless steel disk. This ensures good contact between the samples and the infiltrometer. Readings are then taken at 1 min intervals for both water and ethanol sorptivity test. To be accurate, 20 mL water or 95% ethanol needs to be infiltrated into the samples. Record time and water/ethanol volumes at the times are recorded.

The data is then processed to determine the results. The data is processed by the input of the volume levels and time to the corresponding volume column. The following equation is used to calculate the hydrophobicity index of R

$I = {{at} + {b\sqrt{t}}}$ a:  Infiltration  Rate, cm/s b:  Sorptivity, cm/s^(1/2) $R = {{1.9}5*\frac{b_{ethanol}}{b_{water}}}$

FIG. 16 illustrates one example of the results of a hydrophobicity test performed on raw biochar, vacuum treated biochar and surfactant treated biochar. As illustrated, both the vacuum treated and surfactant treated biochar are more hydrophilic than the raw biochar based upon the lower Index rating. In accordance with the test data in FIG. 16, the hydrophobicity of raw biochar was reduced 23% by vacuum processing and 46% by surfactant addition.

As an example, raw biochar and treated biochar were tested with ethanol and water, five times for each. The results below show that the hydrophobicity index of the treated biochar is lower than the raw biochar. Thus, tests demonstrate that treating the biochar, using the methods set forth above, make the biochar less hydrophobic and more hydrophilic.

MATERIAL HYDROPHOBICITY INDEX Dried Raw Biochar 12.9 Dried Vacuum Treated Biochar 10.4 Dried Surfactant Treated Biochar 7.0 As Is Raw Biochar 5.8 As Is Vacuum Treated Biochar 2.9

Further, through the treatment processes of the present invention, the biochar can also be infused with soil enhancing agents. By infusing liquid into the pore structure through the application of positive or negative pressure and/or a surfactant, alone or in combination, provides the ability to impregnate the macropores of the biochar with soil enhancing solutions and solids. The soil enhancing agent may include, but not be limited to, any of the following: water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, mineral and organic oils, slurries and suspensions, supercritical liquids, fertilizers, plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, phosphate solubilizing bacteria, biocontrol agents, bioremediation agents, saprotrophic fungi, ectomycorrhizae and endomycorrhizae, among others.

D. Impregnation and/or Inoculation with Infiltrates or Additives

In addition to mitigating or removing deleterious pore surface properties, by treating the pores of the biochar through a forced, assisted, accelerate or rapid infiltration process, such as those described above, the pore surface properties of the biochar can be enhanced. Such treatment processes may also permit subsequent processing, may modify the pore surface to provide predetermined properties to the biochar, and/or provide combinations and variations of these effects. For example, it may be desirable or otherwise advantageous to coat substantially all, or all of the biochar macropore and mesopore surfaces with a surface modifying agent or treatment to provide a predetermined feature to the biochar, e.g., surface charge and charge density, surface species and distribution, targeted nutrient addition, magnetic modifications, root growth facilitator, and water absorptivity and water retention properties.

By infusing liquids into the pores of biochar, it has been discovered that additives infused within the pores of the biochar provide a time release effect or steady flow of some beneficial substances to the root zones of the plants and also can improve and provide a more beneficial environment for microbes which may reside or take up residence within the pores of the biochar. In particular, additive infused biochars placed in the soil prior to or after planting can dramatically reduce the need for high frequency application of additives, minimize losses caused by leaching and runoff and/or reduce or eliminate the need for controlled release fertilizers. They can also be exceptionally beneficial in animal feed applications by providing an effective delivery mechanism for beneficial nutrients, pharmaceuticals, enzymes, microbes, or other substances.

For purposes of this application, “infusion” of a liquid or liquid solution into the pores of the biochar means the introduction of the liquid or liquid solution into the pores of the biochar by a means other than solely contacting the liquid or solution with the biochar, e.g., submersion. The infusion process, as described in this application in connection with the present invention, includes a mechanical, chemical or physical process that facilitates or assist with the penetration of liquid or solution into the pores of the biochar, which process may include, but not be limited to, positive and negative pressure changes, such as vacuum infusion, surfactant infusion, or infusion by movement of the liquid and/or biochar (e.g., centrifugal force, steam and/or ultrasonic waves) or other method that facilitates, assists, forces or accelerates the liquid or solution into the pores of the biochar.

Prior to infusing the biochar, the biochar, as described in detail above, may be washed and/or moisture adjusted. FIG. 17 is a flow diagram 1700 of one example of a method for infusing biochar with an additive. Optionally, the biochar may first be washed or treated at step 1702, the wash may adjust the pH of the biochar, as described in more detail above, or may be used to remove elemental ash and other harmful organics that may be unsuitable for the desired infused fertilizer or animal feed. Optionally, the moisture content of the biochar may then be adjusted by drying the biochar at step 1704, also as described in further detail above, prior to infusion of the additive or inoculant at step 1706.

In summary, the infusion process may be performed with or without any washing, prior pH adjustment or moisture content adjustment. Optionally, the infusion process may be performed with the wash and/or the moisture adjustment step. All the processes may be completed alone or in the conjunction with one or more of the others.

Through the above process of infusing the additive into the pores of the biochar, the pores of the biochar may be filled by 25%, up to 100%, with an additive solution, as compared to 1-20% when the biochar is only submerged in the solution or washed with the solution for a period of less than twelve hours. Higher percentages may be achieved by washing and/or drying the pores of the biochar prior to infusion.

Data have been gathered from research conducted comparing the results of soaking or immersion of biochar in liquid versus vacuum impregnation of liquid into biochar. These data support the conclusion that vacuum impregnation provides greater benefits than simple soaking and results in a higher percentage volume of moisture on the surface, interstitially and in the pores of the biochar.

In one experiment, equal quantities of pine biochar were mixed with equal quantities of water, the first in a beaker, the second in a vacuum flask. The mixture in the beaker was continuously stirred for up to 24 hours, then samples of the suspended solid were taken, drained and/or dried on a paper towel and analyzed for moisture content. The mixture in the vacuum flask was connected to a vacuum pump and negative pressure of 15″ was applied. Samples of the treated solid were taken, drained and analyzed for moisture content. FIG. 18 is a chart illustrating the results of the experiment. The lower graph 1802 of the chart, which shows the results of soaking over time, shows a Wt. % of water of approximately 52%. The upper graph 1804 of the chart, which shows the results of vacuum impregnation over time, shows a Wt. % of water of approximately 72%.

FIGS. 19a and 19b show two charts that further illustrate that the total water and/or any other liquid content in processed biochar can be significantly increased using vacuum impregnation instead of soaking. FIG. 19a compares the mL of total water or other liquid by retained by 1 mL of treated pine biochar. The graph 1902 shows that approximately 0.17 mL of water or other liquid are retained through soaking, while the graph 1904 shows that approximately 0.42 mL of water or other liquid are retained as a result of vacuum impregnation. FIG. 19b shows that the retained water of pine biochar subjected to soaking consists entirely of surface and interstitial water 1906, while the retained water of pine biochar subjected to vacuum impregnation consists not only of surface and interstitial water 1908 a, but also water impregnated in the pores of the biochar 1908 b.

In addition, as illustrated by FIG. 20, the amount of moisture content impregnated into the pores of vacuum processed biochars by varying the applied (negative) pressure during the treatment process. The graphs of four different biochars all show how the liquid content of the pours of each of them increase to 100% as vacuum reactor pressure is increased.

In another experiment, the percentage of water retained in the pores of pine derived biochar was measured to determine the difference in retained water in the pores of the biochar (i) soaked in water, and (ii) mixed with water subjected to a partial vacuum. For the soaking, 250 mL of raw biochar was mixed with 500 mL water in a beaker. Upon continuous stirring for 24 hrs., aliquots of the suspended solid were taken, drained on a paper towel and analyzed for moisture content. For the vacuum, 250 mL of raw biochar was mixed with 500 mL water in a vacuum flask. The flask was connected to a vacuum pump and negative pressure of 15″ has been applied, aliquots of the treated solid were taken, drained on a paper towel and analyzed for moisture content.

The total retained water amounts were measured for each sample. For the soaked biochar, the moisture content of biochar remains virtually constant for the entire duration of the experiment, 52 wt. % (i.e. 1 g of “soaked biochar” contains 0.52 g water and 0.48 g “dry biochar”). Taking into account the density of raw biochar, 0.16 g/cm³ (or mL), the volume of the 0.48 g “dry biochar” is 3.00 mL (i.e. 3 mL dry biochar can “soak” and retain 0.52 mL water, or 1 mL dry biochar can retain 0.17 mL water (sorbed on the surface and into the pores)).

For vacuum, the moisture content of the biochar remains virtually constant for the entire duration of the experiment, 72 wt. %, (i.e. 1 g of vacuum impregnated biochar contains 0.72 g water and 0.28 g “dry biochar”). Taking into account the density of raw biochar, 0.16 g/cm³ (or mL), the volume of the 0.28 g “dry biochar” is 1.75 mL (i.e. 1.75 mL dry biochar under vacuum can “absorb” and retain 0.72 mL water, or 1 mL dry biochar can retain 0.41 mL water (sorbed on the surface and into the pores)).

It was next determined where the water was retained—in the pores or on the surface of the biochar. Capillary porosity (“CP”) (vol % inside the pores of the biochar), non-capillary porosity (“NCP”) (vol. % outside/between the particles), and the total porosity (CP+NCP)) were determined. Total porosity and non-capillary porosity were analytically determined for the dry biochar and then capillary porosity was calculated.

Since the dry biochar used in this experiment had a density less than water, the particles could be modeled and then tested to determine if soaking and/or treating the biochar could infuse enough water to make the density of the biochar greater than that of water. Thus, the dry biochar would float and, if enough water infused into the pores, the soaked or treated biochar would sink. Knowing the density of water and the density of the biochar, calculations were done to determine the percentage of pores that needed to be filled with water to make the biochar sink. In this specific experiment, these calculations determined that more than 24% of the pore volume would need to be filled with water for the biochar to sink. The two processed biochars, soaked and vacuum treated, were then immersed in water after 1 hour of said processing. The results of the experiment showed that the vast majority of the soaked biochar floated and remained floating after 3 weeks, while the vast majority of the vacuum treated biochar sank and remained at the bottom of the water column after 3 weeks.

Using the results of these experiments and model calculations, the biochar particles can be idealized to estimate how much more water is in the pores from the vacuum treatment versus soaking. Since the external surface of the materials is the same, it was assumed that the samples retain about the same amount of water on the surface. Then the most conservative assumption was made using the boundary condition for particles to be just neutral, i.e. water into pores equal 24%, the water distribution is estimated as follows:

DRY SOAKED VACUUM TREATED BIOCHAR BIOCHAR BIOCHAR Experimental result FLOATED FLOATED SANK Total water (determined in 0% 52% 72% first part of experiment) Water in the pores (assumed 0% 24% 44% for floating biochar to be boundary condition, calculated for biochar that sank) Water on the surface 0% 28% 28% (calculated for floating biochar, assumed to match floating biochar for the biochar that sank)

In summary, these experimental tests and model calculations show that through vacuum treatment more than 24% of the pores of the biochar can be filled with water and in fact at least 1.8 times the amount of water can be infused into the pores compared to soaking. Vacuum treatment can impregnate almost two times the amount of water into the pores for 1 minute, while soaking does not change the water amount into the pores for three weeks.

The pores may be substantially filled or completely filled with additives to provide enhanced performance features to the biochar, such as increased plant growth, nutrient delivery, water retention, nutrient retention, disadvantageous species control, e.g., weeds, disease causing bacteria, insects, volunteer crops, etc. By infusing liquid into the pore structure through the application of positive or negative pressure, surfactant and/or ultrasonic waves, alone or in combination, provides the ability to impregnate the mesopores and macropores of the biochar with additives, that include, but are not limited to, soil enhancing solutions and solids.

The additive may be a soil enhancing agent that includes, but is not be limited to, any of the following: water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, mineral and organic oils, slurries and suspensions, supercritical liquids, fertilizers, PGPB (including plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, and phosphate solubilizing bacteria), biocontrol agents, bioremediation agents, saprotrophic fungi, ectomycorrhizae and endomycorrhizae, among others.

Fertilizers that may be infused into the biochar include, but are not limited to, the following sources of nitrogen, phosphorous, and potassium: urea, ammonium nitrate, calcium nitrate, sulfur, ammonium sulfate, monoammonium phosphate, ammonium polyphosphate, potassium sulfate, or potassium chloride.

Similar beneficial results are expected from other additives, such as: bio pesticides; herbicides; insecticides; nematicides; plant hormones; plant pheromones; organic or inorganic fungicides; algicides; antifouling agents; antimicrobials; attractants; biocides, disinfectants and sanitizers; miticides; microbial pesticides; molluscicides; bacteriacides; fumigants; ovicides; repellents; rodenticides, defoliants, desiccants; insect growth regulators; plant growth regulators; beneficial microbes; and, microbial nutrients or secondary signal activators, that may also be added to the biochar in a similar manner as a fertilizer. Additionally, beneficial macro- and micro-nutrients such as, calcium, magnesium, sulfur, boron, zinc, iron, manganese, molybdenum, copper and chloride may also be infused into the biochar in the form of a water solution or other solvent solution.

Examples of compounds, in addition to fertilizer, that may be infused into the pores of the biochar include, but are not limited to: phytohormones, such as, abscisic acid (ABA), auxins, cytokinins, gibberellins, brassinosteroies, salicylic acid, jasmonates, planet peptide hormones, polyamines, karrikins, strigolactones; 2,1,3-Benzothiadiazole (BTH), an inducer of systemic acquired resistance that confers broad spectrum disease resistance (including soil borne pathogens); signaling agents similar to BTH in mechanism or structure that protects against a broad range or specific plant pathogens; EPSPS inhibitors; synthetic auxins; photosystem I inhibitors photosystem II inhibitors; and HPPD inhibitors. Growth media, broths, or other nutrition to support the growth of microbes or microbial life may also be infused such as Lauryl Tryptose broth, glucose, sucrose, fructose, or other sugars or micronutrients known to be beneficial to microbes. Binders or binding solutions can also be infused into the pores to aid in the adhesion of coatings, as well as increasing the ability for the treated biochar to associate or bond with other nearby particles in seed coating applications. Infusion with these binders can also allow for the coating of the biochar particle itself with other beneficial organisms or sub stances.

In one example, a 1000 ppm NO₃ ⁻ N fertilizer solution is infused into the pores of the biochar. As discussed above, the method to infuse biochar with the fertilizer solution may be accomplished generally by placing the biochar in a vacuum infiltration tank or other sealable rotating vessel, chamber or tank. When using vacuum infiltration, a vacuum may be applied to the biochar and then the solution may be introduced into the tank. Alternatively, the solution and biochar may both be introduced into the tank and, once introduced, a vacuum is applied. Based upon the determined total pore volume of the biochar or the incipient wetness, the amount of solution to introduce into the tank necessary to fill the pore of the biochar can be determined. When infused in this manner, significantly more nutrients can be held in a given quantity of biochar versus direct contact of the biochar with the nutrients alone.

When using a surfactant, the biochar and additive solution may be added to a tank along with 0.01-20% of surfactant, but more preferably 1-5% of surfactant by volume of fertilizer solution. The surfactant or detergent aids in the penetration of the wash solution into the pores of the biochar. The same or similar equipment used in the vacuum infiltration process can be used in the surfactant treatment process. Although it is not necessary to apply a vacuum in the surfactant treatment process, the vacuum infiltration tank or any other rotating vessel, chamber or tank can be used. Again, while it is not necessary to apply a vacuum, a vacuum may be applied or the pressure in the vessel may be changed. Further, the surfactant can be added with or without heat or cooling either of the infiltrate, the biochar, the vessel itself, or any combination of the three.

The utility of infusing the biochar with fertilizer is that the pores in biochar create a protective “medium” for carrying the nutrients to the soil that provides a more constant supply of available nutrients to the soil and plants and continues to act beneficially, potentially sorbing more nutrients or nutrients in solution even after introduction to the soil. By infusing the nutrients in the pores of the biochar, immediate oversaturation of the soil with the nutrients is prevented and a time released effect is provided. This effect is illustrated in connection with FIGS. 21 and 22 below. As demonstrated in connection with FIGS. 21 & 22 below, biochars having pores infused with additives, using the infusion methods described above, have been shown to increase nutrient retention, increase crop yields and provide a steadier flow of fertilizer to the root zones of the plants.

FIG. 21 is a chart showing improved mass yield in lettuce with fertilizer infused biochar using vacuum impregnation. FIG. 21 compares the mass yield results of lettuce grown in different environments. One set of data measurements represents lettuce grown in soil over a certain set time period with certain, predetermined amounts of fertilizer infused into the biochar. A second set of data represents lettuce grown in soil over a certain set period of time with the same amount of unimpregnated biochar added at the beginning of the trial and certain predetermined amounts of NPK solution added to the soil over time. Growth comparisons were made between the same amount of fertilizer solution infused into the biochar as added directly to the soil, using the same watering schedule. As illustrated, the test results demonstrated a 15% yield increase in growth when infusing approximately 750 mg/pot of NPK into the biochar than when applying it directly to the soil. Similarly, the same mass yield of lettuce is achieved at 400 mg NPK/pot with infused biochar than at 750 mg/pot when adding the fertilizer solution directly to the soil.

FIG. 22 is a chart illustrating the concentration of nitrate (N) found in distilled water after washing differentially treated biochar. In the illustrated example, two biochar samples (500 ml each) mixed with 1000 ppm NO₃ ⁻ N fertilizer solution were washed with distilled water. The resulting wash was then tested for the presence of nitrate (N), measured in ppm. In one sample, the biochar was submerged in and mixed with the nutrient solution. In the other example, the biochar was mixed or washed with a nutrient solution augmented with 1% surfactant by volume (i.e., 1 ml of surfactant per 100 ml of fertilizer solution) in a tumbler. In both examples, the biochar was not dried completely before infusion with the NO₃ ⁻ N fertilizer solution, but used as received with a moisture content of approximately 10-15%. In both examples, the biochar was mixed with solution and/or surfactant (in the case of a second sample) with a bench scale tumbler, rotating the drum for four (4) minutes without vacuum. The results demonstrate that the biochar treated with the 1% surfactant increases the efficiency of infiltrating nitrate fertilizer into biochar and then demonstrates the release of the nutrient over time. To yield the above data, the test was repeated six times for each treatment sample, with 10 washes for each sample per repeat test.

Adjusting the method of treatment (amount of vacuum, amount or residence time, addition of surfactant, additional substances infused, and optionally additional treatments after infusion) based on the substance being infused can modify and adjust the release characteristics of the material, either causing more rapid release, slower release, or a modification of the shape of the release curve over time.

In animal related applications, the additive may include, but not be limited to, water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, vitamins, supplements and/or medications, nutrients, minerals, oils, amino acids, fatty acids, supercritical liquids, growth promotants, proteins and enzymes, phytogenics, carbohydrates, antimicrobial additives and sensory additives (e.g. flavor enhancers salt or sweeteners or smell enhancers), among others, to provide nutrition, promote the overall health of the animal, and increase the animal's desire to ingest said biochar. Vitamins, supplements, minerals, nutritional and/or medications may be used to prevent, treat or cure animal illnesses and diseases and/or control the nutritional value of the animals overall diet.

For example, dietary supplementation with certain nutrients (e.g., arginine, glutamine, zinc, and conjugated linoleic acid) can regulate gene expression and key metabolic pathways to improve fertility, pregnancy outcome, immune function, neonatal survival and growth, feed efficiency, and meat quality. Such additives in the biochar can help provide the proper balance of protein, energy, vitamins and nutritionally important minerals in animal diets. Additionally, for poultry, the additive may include, for example, coccidiostats and/or histomonostats, which are both shown to control the health of the poultry. The present invention can be used to help correct deficiencies in basal diets (e.g., corn- and soybean meal-based diets for swine; milk replacers for calves and lambs; and available forage for ruminants).

Another example of additive infused biochar is a case when the beneficial inoculant contains microbes (fungi and/or PGPB) or microbial spores. These beneficial microbes interact with and enhance the performance of the plants' root systems when the so processed biochar is mixed with the soil in the root zone.

PGPB includes, for example, plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, MSM, biocontrol agents, bioremediation agents, archea, actinomycetes, thermophilic bacteria, purple sulfur bacteria, cyanobacteria, and combinations and variations of these. Beneficial fungi include, for example, saprotrophic fungi, ectomycorrhizae, endomycorrhizae, ericoid mycorrhizae, and combinations and variations of these.

Thus, treated biochar can have a microbial community in its pores (macro-, meso-, and combinations and variations of these), on its pore surfaces, embedded in it, located on its surface, and combinations and variations of these. The microbial community can have several different types, e.g., species, of biologics, such as different types of bacteria or fungi, or it may have only a single type. A primary purpose, among many purposes, in selecting the microbial population is looking toward a population that will initiate a healthy soil, e.g., one that is beneficial for, enhances or otherwise advance the desired growth of plants under particular environmental conditions.

A primary purpose, among many purposes, in selecting the microbial population in animal related applications is looking toward a population that will promote animal health either directly or through interactions with other microbes in the animals digestive tract. These types of beneficial microbes are essential to a functional gastrointestinal tract and immune system in many types of animals, serving many functional roles, including degradation of ingesta, pathogen exclusion, production of short-chain fatty acids, compound detoxification, vitamin supplementation, and immunodevelopment. Beneficial bacteria include Lactobacillus acidophilus LA1 (which decreases adhesion of diarrheagenic Escherichia coli to Caco-2 cells by 85% and prevents invasion of the same cells by E. coli (95%), Yersinia pseudo-tuberculosis (64%) and Salmonella enterica serovar Typhimurium) and Lactobacillus rhamnosus GG to prevent E. coli O157:H7-induced lesions in Caco-2 cells.

Further, biochar may be impregnated with probiotic bacteria to treat diseases in farm-raised fish. Infectious diseases pose one of the most significant threats to successful aquaculture. The maintenance of large numbers of fish crowded together in a small area provides an environment conducive for the development and spread of infectious diseases. In this crowded, relatively unnatural environment, fish are stressed and more susceptible to disease. Moreover, the water environment, and limited water flow, facilitates the spread of pathogens within crowded populations. There is thus an urgent need in aquaculture to develop microbial control strategies, since disease outbreaks are recognized as important constraints to aquaculture production and trade and since the development of antibiotic resistance has become a matter of growing concern. One alternative disease control relies on the use of probiotic bacteria as microbial control agents. Another implementation of the invention therefore involves the impregnation of biochar for consumption by aquatic animals as a treatment or preventative for disease.

Additionally, biochar may be infused with bacteria which prove helpful in methane reduction. An example of this is to infuse the biochar with methanotrophic bacteria (bacteria which are able to metabolize methane as a source of carbon and energy). Bacteria which metabolize methane are useful in two regards—they can reduce the environmental methane emissions from the rumen and they (the bacteria) also serve as nutrition for the animal itself, leading to increased weight gain. Infusing biocarbon with microbes such as these can lead to methane reduction in cattle applications that exceeds the methane reduction of solely untreated biochar itself.

Typically the prior art with respect to agricultural applications teaches placing biochar on soils without ‘precharging’ with bacteria or combining the biochar with compost and using this mixture as a soil amendment. The nature of the microbial population in this compost mixture is poorly disclosed by the prior art. Thus, through impregnation of the biochar particles, one can achieve a predetermined and controllable amount of a microbial community, e.g., population, into the soil. This integration of a microbial community with a biochar particle, and biochar batches provides the ability to have controlled addition, use and release of the microbes in the community. This integration further enhances, promotes and facilitates the growth of roots, e.g., micro-roots, in the biochar pores, e.g., pore morphology, pore volume.

With respect to animal applications, typically, the prior art teaches mixing raw biochar with animal feed without ‘precharging’ with nutrients, microbes, etc. Through impregnation of the biochar particles, one can achieve a predetermined and controllable amount of a particular nutrient, medication, foodstuff, microbial community, etc. being ingested by the animal. Once in the rumen, data indicates that these infused additives will also be released more slowly over time, yielding yet another benefit over additives mixed directly into the feed. This integration of a beneficial additive with a biochar particle and biochar batches provides the ability to have controlled addition, use and release of the additive or additives. This integration may further enhance, promote and facilitate animal growth and health, aid in digestion and digestibility of food, improvement hygiene, increase intestinal health, reduce the amount of nutrients lost into excrement and manure and reduce methane discharge.

Treatment can also impact the hydrophobicity of raw biochar (reduce it) which makes the biochar not only more suitable to house microbes, but also more able to associate with and interact with water and water soluble nutrients in the soil.

Additive infused biochar may be mixed with the animals regular feeds or may be included within a salt or mineral block and made available for animals to self-feed or self-administer the additives.

Other methods exist for integrating a microbial community with a previously infused biochar particle. Different manners and methods would be preferred depending on needs to minimize contamination, encourage biochar pore colonization/infiltration, minimize labor and cost and producing a uniform, or mostly uniform, product.

Methods for integrating a microbial community with a biochar particle may include, but are not be limited to the following: while under vacuum, pulling the microbial solution through a treated biochar bed that is resting on a membrane filter; spraying a microbial solution on top of a treated biochar bed; lyophilizing a microbial solution and then blending said freeze dried solution with the treated biochar; again infusing, as defined previously, the treated biochar with a microbial solution; adding treated biochar to a growth medium, inoculating with the microbe, and incubating to allow the microbe to grow in said biochar containing medium; infusing, as defined previously, the biochar with a food source and then introducing the substrate infused biochar to a microbe and incubating to allow the microbes to grow; blending commercially available strains in dry form with treated biochar; adding the treated biochar to a microbial solution and then centrifuging at a high speed, potentially with a density gradient in order to promote the biochar to spin down with the microbes; densely packing a column with treated biochar and then gravity flowing a microbial solution through the column and possibly repeating this multiple times; or adding the microbe to a solution based binder that is well known to enter the treated biochar pores and then adding said solution to the treated biochar. In order to insure the proper microbial community the treated biochar may need to be sterilized prior to these methods for integrating a microbial community. The sterilization can be done with standard methods including but not limited to thermal, radiation, or chemical. The sterilization method does not need to eliminate all microbial life. It can be a mild sterilization to reduce total populations or a method to target reduction or elimination of specific microbes. Instead of sterilization of the biochar itself the biochar can be handled via sterile or sanitary methods from pyrolysis through treatments including microbial community integration to limit contamination particularly of competing microbe communities or pathogenic microbes. All or parts of the above manners and methods may be combined to create greater efficacy. In addition, those skilled in the art will recognize that there may be additional manners or methods of infusing biochars with microbials, including those created by the combination of one or more of the manners and methods listed above, without departing from the scope of the present invention.

One manner in which the population of a microbial community can be determined is by PLFA (Phospholipid-derived fatty acids) analysis. Biological cell membranes are composed of a phospholipid bilayer with fatty acid side chains that are unique to certain families of organisms. PLFA analysis extracts the fatty acid side chains of phospholipid bilayers and measures the quantity of these biomarkers using GC-MS. An estimate of the microbial community population can thus be determined through PLFA analysis. The microbial activity may also be inferred through PLFA analysis by monitoring the transformation of specific fatty acids. Next generation sequencing of the conserved ribosomal RNA regions of the bacteria and fungi may allow for more direct and accurate measurements than PLFA.

Treated biochars can have a mixture of bacteria and fungi, or other microbes. For example, a preferred functional biochar, can have a preferred range for bacterial population of from about 50-5000000 micrograms/g biochar; and for fungi, from about 5 to 500000 micrograms/g biochar.

Compared to a biochar that has been bathed with a compost tea, which may have a relatively short, e.g., a few days for the life of the microbes, the impregnated populations of examples of the present treated biochars, are stable over substantially longer periods of time, e.g., at least an 8 week period and in some cases 1 year or more as measured by PLFA. Thus, the impregnation of the biochar with a microbial population provides for extended life of the microbes by at least 5×, 10×, or more over simple contact or immersion. In fact, some microbes may be better suited to surfactant infiltration versus vacuum infiltration and vice versa and this may impact the shelf life, penetration, viability, or other characteristics of the microbes.

FIG. 23 shows the total fungi/bacteria ratio for two biochars derived from different biochar starting materials, e.g., feedstocks. Each biochar was loaded with different levels of moisture, and the total fungi/bacteria ratio was monitored during the first week. Biochar A 2301 showed a constant total fungi/bacteria ratio of 0.08 across moisture levels ranging from 15% to 40%, while Biochar B 2302 showed a constant total fungi/bacteria ratio of 0.50 for moisture levels ranging from 30% to 40%. It is theorized that, a fungi/bacteria ratio between 0.05 and 0.60 is an effective prescription for a stable biochar composition. This composition allows a commercially viable product, which has sufficient shelf life that it can be delivered to storage houses waiting for the proper planting window.

As used herein, unless stated otherwise, the stable shelf life of an example of a biochar product having a microbial population is the period of time over which the product can be stored in a warehouse, e.g., dry environment, temperature between 40° F.-90° F., with a less than 50% decrease in microbial population.

It is theorized that the difference in the observed total fungi/total bacteria ratios of may also be explainable by the structures of the biochars. Biochar's having an open pore structure, e.g., more interconnected pores, promotes more bacteria formation; while closed pores, e.g., relatively non-connected nature of the pores, tends to promote fungi formation. Biochars with differing microbial communities may be beneficial for specific applications in commercial agriculture. Thus, custom or tailored loading of the microbial population may be a desired implementation of the present invention.

For example, as shown in FIGS. 24a, 24b and 24c , Biochar A 2401 shows that it has a greater population of, e.g., is inhabited by, more gram negative, gram positive and actinomycetes than Biochar B 2402. Thus, for example, Biochar A would be more applicable for use with certain agricultural crops in which PGPB species in the actinomycetes, gram (−) pseudomonas, and bacillus groups are used for nutrient utilization and uptake. Many vegetable and short cycle row crops such as tomatoes, lettuce, and celery form mutualistic relationships with bacteria that lead to the formation of biofilms on root hairs that function not only in nutrient uptake but also in plant pathogen resistance. The presence of biofilms in Biochar A would consequently promote bacterial colonization of plant root hairs as they encounter the biochar in the soil.

It is further theorized that, in general, biochars with greater fungal development may be better suited for perennial crops such as grapes, almonds, blueberries, and strawberries in which symbiotic relationships with arbuscular mycorrhizal fungi (AMF) are favored over PGPRs. The presence of high concentrations of AMF spores in biochars can therefore rapidly promote fungal colonization of plant root hairs leading to extensive mycelial development. Increased plant root associations with mycelial filaments would consequently increase nutrient and water uptake.

In general, bacteria communicate via the distribution of signaling molecules which trigger a variety of behaviors like swarming (rapid surface colonization), nodulation (nitrogen fixation), and virulence. Biochars can bind signaling molecules and in particular it is believed can bind a major signaling molecule to their surface. This binding ability can be dependent upon many factors including on the pyrolysis temperature. This dependency on pyrolysis temperature and other factors can be overcome, mitigated, by the use of examples of the present vacuum infiltration techniques. For example, a signaling molecule that is involved in quorum sensing-multicellular-like cross-talk found in prokaryotes can be bound to the surface of biochars. Concentration of biochars required to bind the signaling molecule decreased as the surface area of biochars increased. These signaling molecules may be added to the surface of a biochar and may be used to manipulate the behavior of the bacteria. An example of such a use would be to bind the molecules which inhibit cell-to-cell communication and could be useful in hindering plant pathogens; using techniques in the present invention signaling molecules may be added to the surface of a biochar to engineer specific responses from various naturally occurring bacteria.

For animal applications, in the same way that biochars are known to bind organic contaminants in soil environments due to hydrophobic-hydrophobic interactions, treated biochar may bind organic toxins as they pass through an animal's digestive system, for example, when cattle are suffering from botulism or diarrhea.

Further, a benefit of examples of biochars of the present inventions is the ability to provide an environment where bacteria communities can flourish. Bacterial communities can shift their morphology to increase nutritional access and decrease predation. One such modification is that the bacteria may attach to surfaces, such as those found in biochar, in a densely compacted community. In this compacted form they may form an extracellular polymeric substance (EPS) matrix called a biofilm. These communities can contain a few hundred different species which find shelter under the protective EPS coating from predatory protozoa, pathogens, contaminants, and other environmental stressors. Thus, examples of biochars produced in accordance with the vacuum infiltration methods may be used as carriers for established biofilms; and thus biochars with such films many used in agricultural settings.

The above are only a few examples of how additive infused biochar may be produced for different uses. Those skilled in the art will recognize that there may be other mechanisms for infusing fertilizer or other soil additives into the pores of the biochar without departing from the scope of the invention. Those skilled in the art will further recognize that the present invention can be used on any type of soil application, including, but not limited to, the following: crops, turf grasses, potted plants, flowering plants, annuals, perennials, evergreens and seedlings, and could also be applied more generally for veterinary purposes for many types of animals, including pets, as well as in a wide variety of environments and contexts, for example, for zoo or aquarium animals or for other penned or caged animals, or for wild animals.

Finally, in another implementation, additive infused biochar may be produced for use for consumption by humans. Biochar may be infused in the same manner as described above with nutrients (such as carbohydrates, minerals, proteins, lipids), vitamins, drugs and/or other supplements (such as enzymes or hormones, to name a few), or a combination of any of the foregoing, for consumption by humans. Coloring, flavor agents and/or coating may also be infused into the pores of the biochar or applied to the surface. The foregoing may be included to enhance the performance of the substance in the digestive tract or to ease or facilitate the ingestion of the biochar.

10. PGPB Infused Biochars

PGPB, includes, for example, plant growth promoting rhizobacteria, free-living and nodule-forming nitrogen fixing bacteria, organic decomposers, nitrifying bacteria, phosphate solubilizing bacteria, biocontrol agents, bioremediation agents, archea, actinomycetes, thermophilic bacteria, purple sulfur bacteria, cyanobacteria, and combinations and variations of these.

PGPB may promote plant growth either by direct stimulation such as iron chelation, phosphate solubilization, nitrogen fixation and phytohormone production or by indirect stimulation, such as suppression of plant pathogens and induction of resistance in host plants against pathogens. In addition, some beneficial bacteria produce enzymes (including chitinases, cellulases, -1,3 glucanases, proteases, and lipases) that can lyse a portion of the cell walls of many pathogenic fungi. PGPB that synthesize one or more of these enzymes have been found to have biocontrol activity against a range of pathogenic fungi including Botrytis cinerea, Sclerotium rolfsii, Fusarium oxysporum, Phytophthora spp., Rhizoctonia solani, Pythium ultimum.

Currently, the most economic conventional solid carrier used to deliver microbes is peat. A solid carrier allows for a relatively long shelf life and a more direct application to a plants root system compared to a microbial liquid solution, which would be sprayed directly.

Research has shown a substantial increase in PGPB growth and distribution resulting from being infused in biochar. For example, data resulting from research conducted to compare the effects upon CO₂ production (an indicator of bacterial growth) using peat and biochars show the beneficial effects of using various biochars in promoting PGPB growth. As illustrated in the left-hand chart in FIG. 25, peat results in CO₂ production of between approximately 10% and 30% (depending upon the grown medium), whereas biochars result in CO₂ production of approximately 48% and 80%. Replicated experimental results using different biochars confirm CO₂ production of approximately 30% to 70% (depending on the grown medium), as compared to approximately 10% to 20% for the peat control.

The method developed for determining this CO₂ production as an indicator of bacterial growth consists of the following. The substrate (e.g., biochar or peat) is sterilized by heating at 110 C for 15 hours. A bacterial stock solution is then created. In this example, Tryptic Soy Broth was solidified with agar at 1.5% w/v in petri plates to isolate the gram negative non-pathogenic organism Escherichia coli ATCC 51813 (15 h growth at 37° C.). Then an isolated colony is captured with an inoculating loop and suspend in 10 ml sterile buffer (phosphate buffer saline or equivalent) to create the bacterial stock solution. Lactose containing assays are then used. In this example, test tubes that contain 13 ml of either Lauryl Tryptose Broth (LTB) or Brilliant Green Broth (BGB) that also contain a Durham tube were used. A negative control is generated by adding 10 μL of sterile buffer to triplicate sets of LTB and BGB tubes. A positive control is generated by adding 10 μL of bacterial stock solution to triplicate sets of LTB and BGB tubes. A negative substrate is generated by adding 1.25 ml (˜1% v/v) of sterile substrate to triplicate sets of LTB and BGB tubes. A positive substrate is generated by adding 1.25 ml (˜1% v/v) of sterile substrate and 10 μL of bacterial stock solution to triplicate sets of LTB and BGB tubes. The tubes of the four treatments are then incubated statically in a test tube rack at 37° C. for at least 15 h. The tubes are then carefully observed and any gas bubbles captured by the Durham tube within respective LTB or BGB tubes are closely measured with a ruler. Small bubbles <0.2 mm should not be considered. A continuous bubble as shown in individual tubes in FIG. 24 are what are observed and quantified. FIG. 26 is an example of carbon dioxide production captured as a continuous gas bubble in BGB (left two tubes) and LTB (right two tubes) growth medium. The percent carbon dioxide production is then calculated by dividing the recorded bubble length by the total Durham tube length and multiplying by 100.

Further tests were conducted using the Streptomyces lidicus WYEC 108 bacterium found in one of the commercially available products sold under the Actinovate brand. Actinovate products are biofungicides that protect against many common foliar and soil-borne diseases found in outdoor crops, greenhouses and nurseries. The formulations are water-soluble.

FIG. 27 illustrates the effects upon the growth of Streptomyces lidicus using conventional peat versus biochars. In the test illustrated by the photograph on the left of FIG. 27, an Actinovate powder was blended with peat, placed in an inoculated media and incubated at 25° C. The photograph shows the distribution and density of white colonies after 3 days. In the test illustrated by the photograph on the right of FIG. 27, an Actinovate powder was blended with the treated biochar, placed in an inoculated media and incubated at 25° C. The photograph also shows the distribution and density of white colonies after 3 days, the distribution and density of which are significantly greater than those achieved with peat.

FIG. 28 further illustrates the improved growth of the Actinovate bacterium using biochar versus peat. The left photograph shows only limited and restricted growth away from the peat carrier. The right photograph shows abundant growth of the bacterium spread much farther out from the biochar carrier.

Mycorrhizal fungi, including but not limited to Endomycorrhizae and Ectomycorrhizae, are known to be an important component of soil life. The mutualistic association between the fungi and the plant can be particularly helpful in improving plant survivability in nutrient-poor soils, plant resistance to diseases, e.g. microbial soil-borne pathogens, and plant resistance to contaminated soils, e.g. soils with high metal concentrations. Since mycorrhizal root systems significantly increase the absorbing area of plant roots, introducing mycorrhizal fungi may also reduce water and fertilizer requirements for plants.

Typically, mycorrhizae are introduced into soil as a liquid formulation or as a solid in powder or granular form and contain dormant mychorrhizal spores and/or colonized root fragments. Often the most economic and efficient method is to treat the seeds themselves, but dealing with traditional liquid and powder inoculums to coat the seed can be difficult. In accordance with the present invention, inoculated biochar may be used to coat the seeds by, for example, using a starch binder on the seeds and then subjecting the seeds to inoculated biochar fines or powder. Another method is by placing the mycorrhizae inoculum in the soil near the seeding or established plant but is more costly and has delayed response as the plants initial roots form without a mycorrhizal system. This is because the dormant mychorrhize are only activated when they come close enough to living roots which exude a signaling chemical. In addition, if the phosphorus levels are high in the soil, e.g. greater than 70 ppm, the dormant mycorrhizae will not be activated until the phosphorus levels are reduced. Thus applying inoculant with or near fertilizers with readily available phosphorus can impede the desired mycorrhizal fungi growth. A third option is to dip plant roots into an inoculant solution prior to replanting, but this is costly as it is both labor and time intensive and only applicable for transplanting.

If the colonization of mycorrhizae can be quickened and the density of the mycorrhizae's hyphal network can be increased, then the beneficial results of mycorrhizal root systems, e.g. increased growth, increased survivability, reduced water, and reduced fertilizer needs, can be realized sooner. Prior art shows that compost, compost teas, humates, and fish fertilizers can improve microbial activities and in more recent studies have shown physically combining arbuscular mycorrhizal fungi (AMF) inoculant with raw biochar has resulted in additional plant yield compared to each alone. See Hammer, et. al., Biochar Increases Arbuscular Mycorrhizal Plant Growth Enhancement and Ameliorates Salinity Stress, Applied Soil Ecology Vol 96, Nov. 2015 (pg 114-121).

An ideal carrier for the mycorrhizae would have moisture, air, a neutral pH, a surface for the fungi to attach, and a space for the roots and fungi to meet. Thus a previously infused biochar created by the method disclosed above would be a better carrier than raw biochar alone. The infused biochar could be physically mixed with a solid mycorrhizal fungi inoculant or sprayed with a liquid mycorrhizal inoculant prior to or during application at seeding or to established plants. Additionally, the infused biochar and mycorrhizal fungi inoculant could be combined to form starter cubes, similar to Organo-Cubes, rockwool, oasis cubes, and peat pots.

The infused biochar could be further improved upon by initially or further infusing the biochar with micronutrients for mycorrhizal fungi, for example but not limited to humic acid, molasses, or sugar. The growth nutrient infused biochar would further expedite the colonization of the mycorrhizal fungi when physically combined with the inoculant and applied to seeds or plants.

Another improvement to the infused biochar would be to initially infusing or further infusing the biochar with the signaling molecules of mycorrhizal fungi. The signaling molecule infused biochar would further expedite the colonization of the mycorrhizal fungi when physically combined with the inoculant and applied to seeds or plants, as it would bring the mycorrhizae out of dormancy quicker and thus establish the mycorrhizal root system quicker.

Another method for establishing and improving mycorrhizal fungi colonies would be by growing mycorrhizae into the infused biochar and then applying the mycorrhizal fungi inoculated biochar to seeds or plants. Similar to a sand culture (see “Buying and Applying Mycorrhizal Fungi,” by Lester, Donald, published by Maximum Yield USA, September 2009, pg. 128 citing Ojala and Jarrell 1980 (www.jhbiotech.com/docs/Mycorrhizae-Article.pdf), which article is incorporated herein by reference), a bed of infused biochar is treated with a recycled inoculated nutrient solution by passing it through the bed multiple times.

11. MSM Infused Biochars

The most important macro nutrients for healthy plant growth are nitrogen, phosphorus and potassium. Also needed are secondary macronutrients such as calcium, sulfur and magnesium, and trace minerals such as boron, chlorine, manganese, iron, zinc, copper, molybdenum and nickel. Among the macronutrients needed for animals are nitrogen, potassium, calcium, magnesium, phosphorus, sodium and chlorine; and micronutrients include copper, zinc, selenium and iodine.

Phosphorus is the second most important nutrient after nitrogen for healthy plant growth. While phosphorus is relatively abundant in most soils, its availability for plant uptake is restricted because of poor solubility and its fixation in soil. Poor availability or deficiency of phosphorus markedly reduces plant size and growth. Phosphorus accounts for about 0.2-0.8% of the plant dry weight.

To satisfy crop nutritional requirements, phosphorus is usually added to soil as chemical fertilizer; however synthesis of chemical phosphorus fertilizer is a highly energy intensive process, and has long term impacts on the environment in terms of eutrophication, soil fertility depletion, and carbon footprint. Moreover, plants can use only a small amount of this phosphorus since 75-90% of added phosphorus is precipitated by metal-cation complexes, and rapidly becomes fixed in soils. Such environmental concerns have led to the search for sustainable ways of making phosphorus available to plants. Mineral solubilizing microorganisms (“MSMs”) are being increasingly viewed as the most eco-friendly means to accomplish this goal.

Potassium is a very important plant nutrient. Without adequate availability of potassium, plants will have poorly developed roots, grow slowly, produce small seeds and have lower yields, as well as increased susceptibility to diseases and pests. As with phosphorus, potassium is generally supplied as fertilizer, as large areas of the agricultural land of the world are deficient in potassium, and subject to the same environmental concerns expressed above. As with phosphorus, MSM is expected to play an ever-increasing role in making potassium available to plants in an eco-friendly manner.

MSM are able to release potassium from insoluble minerals. In addition, MSM can provide beneficial effects on plant growth through suppressing pathogens and improving soil nutrients and structure. For example, certain bacteria can weather silicate minerals to release potassium, silicon and aluminum, and secrete bio-active materials to enhance plant growth.

The major mechanism of mineral solubilization is the action of organic acids synthesized by MSM. Productions of organic acids results in acidification of the microbial cell and its surrounding environment that convert insoluble mineral compounds into soluble forms and make them available to the plants.

MSM that solubilize phosphorus or potassium include, but are not limited to, the following bacterial generas and species, Bacillus (for example Bacillus mucilaginosus, Bacillus edaphicus, Bacillus circulans, Bacillus megaterium, Bacillus polymyxa, Paenibacillus spp., Acidothiobacillus, Bacilus subtilis, Lysinibacillus sphaericus, Lysinibacillus fusiformis), ferrooxidans, Pseudomonas (for example Pseudomonas striata, Pseudomonas fluorescens, Pseudomonas aeruginosa, Pseudomonas putida), Rhizobium, Cephalosporium, Klebsiella variicola, Arthrobacter sp, Pantoea agglomerans, Microbacterium laevaniformans, Micrococcus, Saccharomyces cerevisiae, Citrobacter sp., Burkholderia vietnamiensis, Acinetobacter rhizosphaera, Pantoea agglomerans, Achromobacter, Agrobacterium, Microccocus, Aereobacter, Flavobacterium, Erwinia, Klebsiella (including Klebsiella variicola), and Enterobacter and Burkholderia (including Burkholderia cepacia); and fungi such as Glomus (e.g. Glomus mosseae, Glomus intraradices), Penicillium (e.g Penicillium notatum), Aspergillus (e.g. Aspergillus terreus, and Aspergillus niger) and Tolypocladium geodes. Additional phosphate solubilizing microbes can be found in Table 1 of “Phosphate Solubilizing Microbes: Sustainable Approach for Managing Phosphorus Deficiency in Agricultural Soils” by Sharma, Seema B., published by SpingerPlus, December 2013, 2:587, which article is incorporated herein in its entirety by reference (see www.link.springer.com/article/10.1186/2193-1801-2-587/fulltext.html).

Mineral intake of animals may also need to be supplemented. For example, grasses may not provide sufficient macro or micronutrients for grazing animals, resulting in mineral imbalances that can result in illnesses such as grass tetany, a magnesium deficiency that can occur in ruminants, as well as sheep, especially lactating ewes with twins, that can result in animal death. Enhanced availability of nitrogen and potassium for forage, such as that produced by MSM-infused biochar, can minimize the risk of grass tetany. Restoring available soil phosphorus using MSM-infused biochar to concentrations adequate for good plant growth can also elevate magnesium and calcium concentrations in grass leaves.

In addition, where minerals are out of balance, this imbalance can directly or indirectly affect bioavailability of other minerals. This means that an animal may show signs of mineral deficiency even though it is getting the proper amount of that mineral. Use of biochar infused with both necessary minerals and MSM as a feed stock additive can counteract this situation.

An ideal carrier for the MSM would have moisture, air, a neutral pH, and a surface for the MSM to attach. Thus, a previously infused biochar created by the method disclosed above would be a better carrier than raw biochar alone. The infused biochar could be physically mixed with a liquid MSM inoculant prior to or during application at seeding or to established plants. Additionally, the infused biochar and MSM inoculant could be combined to form starter cubes, similar to Organo-Cubes, rockwool, oasis cubes, and peat pots.

The infused biochar could be further improved upon by initially or further infusing the biochar with micronutrients or growth media for MSM. The growth nutrient infused biochar would further expedite the colonization of the MSM when physically combined with the inoculant and applied to seeds or plants.

Another method for establishing and improving MSM colonies would be by growing MSM into the infused biochar and then applying the MSM inoculated biochar to seeds or plants. Similar to a sand culture (see above reference), a bed of infused biochar is treated with a recycled inoculated nutrient solution by passing it through the bed multiple times.

Additionally the MSM, minerals, and/or growth media could be infused with the method disclosed previously, using vacuum, surfactant, or ultrasound. All of the infusion methods listed could be used independently, in conjunction, in any order and even repeated as needed. These MSM-infused biochars can then be used to solubilize useful minerals for plants and animals in several different implementations.

In one implementation, the biochar to be infused with MSM already has the desired minerals in it. The biochar itself may have some minerals infused in it from the original biomass (e.g. organic phosphorus in the biomass) and the pyrolysis process (e.g. from the inorganic phosphates and pyrophosphates in the biomass) or minerals that were added to the biomass prior to pyrolysis or added into the biochar after the pyrolysis process itself or it could have acquired additional minerals as a result of being used for example in a water purification process, such as that taught by U.S. Patent application 2015/0144564 (Moller et al.), which is herein incorporated by reference in its entirety. Mineral levels of the biochar may include for example, at least 10 ppm or higher of phosphorous, nitrogen/nitrates, and/or potassium. In some applications, the minerals can be 50 ppm or greater or may be significantly greater when, for example, high levels of fertilizing minerals are desired. This application discloses embodiments of a system for treating water contaminated with, among other things, phosphates, nitrates and other minerals, using, in part, carbon capture, such as that provided by biochar. Modified biochar particulates form part of the reject stream resulting from the disclosed purification process. These modified particulates can, if large enough, then be infused with MSM (or if not, the particles can be pelletized and infused as part of the pellet creation process).

The MSM-infused biochar can then either be used as a soil enhancement in agricultural applications, or fed to animals. Research has indicated that the MSM will reproduce faster and more efficiently in the biochar environment, as disclosed above, and act to solubilize the minerals present.

In another implementation, biochar can be infused with MSM, and this MSM-infused biochar can be used as a soil amendment or fed to animals to act upon insoluble minerals either in the root zone of plants or in the ruminant or digestive system of animals.

In yet another implementation, biochar can be infused with potassium, phosphorous, or other minerals which MSM act upon, and then either mixed with, deployed with, or subsequently infused with MSM. This biochar infused with nutrients and either infused or deployed with MSM can then be used as a soil amendment, fed to animals, or used to yield many of the benefits already stated in this application.

In another implementation, biochar can be used to filter soluble nutrients from wastewater, stormwater, runoff, or other water in general. Then, the biochar laden with potentially useful, but usually immobile nutrients can be mixed with, deployed with, or infused with MSM to mobilize these nutrients. As the treated biochar is added to the soil, the MSM will mobilize the nutrients, allowing for true recycling of the nutrients retained in the biochar.

The above are only a few examples of how MSM infused biochar may be of beneficial use both for plant and animal health and growth, including humans, for whom minerals are an important nutrient and who can also benefit from the greater availability of those minerals provided by MSM. Those skilled in the art will recognize that there may be other ways that MSM-infused biochars may be useful without departing from the scope of the invention.

E. Biochar as a Habitat for Microorganisms

Biotechnology, specifically the use of biological organisms, usually microorganisms, to address chemical, industrial, medical, or agricultural problems is a growing field with new applications being discovered daily. To date, much research has focused on identifying, developing, producing and deploying microbes for various uses. However, despite much work on the microbes themselves, relatively little work has been performed on how to carry, deliver, and encourage the successful establishment of these microbes in their targeted environment. Most current technology for microbial carriers in agriculture is based on technologies or products that are highly variable and, in many cases, lead to highly unpredictable performance of microbes in the field. For example, many commercial microbes in agricultural settings are delivered on peat, clay, or other carriers derived from natural sources, accompanied by limited engineering or process control.

Biochar have a proclivity to interact positively with many microbes relevant to plant health, animal health, and human public health applications. In fact, there has been a level of initial research focused on inoculating biochar with microbes and/or using biochar in conjunction with microbes or materials with microbes, e.g. compost. See co-owned U.S. Pat. No. 8,317,891 Method for Enhancing Soil Growth Using Bio-char and Fischer et al., and Synergisms between compost and biochar for sustainable soil amelioration 2012 www.intechopen.com/source/pdfs/27163/InTech-Synergisms_between_compost_and_biochar_for_sustainable_soil_amelioration.pdf.

However, biochars, especially in raw form, often suffer from many characteristics which make their interaction with microbial organisms extremely unpredictable. Key among these undesirable characteristics is a high degree of variability. Because of this and other factors, biochar has been, to date, unused in large scale commercial biotechnology applications. There are several methods by which this variability can be ameliorated. At a high level, the methods to overcome these challenges fall into two categories: (i) making the biochar a more favorable habitat for the microbes—either by modifying its properties, adding materials beneficial to microbes, or removing materials deleterious to microbes, or (ii) inoculating, applying, or immobilizing the microbes on the biochar in ways that mitigate the underlying variability in the material. Both of these high-level methods can be used independently or in conjunction and have been shown to have a significant impact on the suitability of biochar in many biotechnology applications.

Before delving into the varying treatment methods that will turn the biochar into a microbial carrier or co-deploying with microbes, it is important to be able to view biochar as a habitat for microbes. Biochar, especially treated biochar, has many physical properties that make it interesting as a microbial habitat. The most obvious of these is its porosity (most biochars have a surface area of over 100 m2/g and total porosity of 0.10 cm3/cm3 or above). Furthermore, many biochars have significant water holding and nutrient retention characteristics which may be beneficial to microbes. Previous disclosure has outlined how these characteristics can be further improved with treatment, e.g., U.S. patent application Ser. No. 15/156,256, filed on May 16, 2016, and titled Enhanced Biochar.

However, recent data indicates that the Earth may be home to more than one trillion independent species of microbes (See Kenneth J. Locey and Jay T. Lennon, Scaling laws predict global microbial diversity, Proceedings of the National Academy of Science, vol. 113 no. 21 (see full text at www.pnas.org/content/113/21/5970.full). Clearly, each of these microbial species does not require an identical habitat. In fact, many have evolved in different conditions and thrive in different environments. Biochar, due to its organic origins, porosity, and amenability to treatment seems to be an extremely desirable base product to be used in the construction of microbial carriers or co-deployment of microbes. If the properties of the biochar can be made to match the properties expected by particular microbes, or groups of microbes, empirical data has shown that a much greater impact can be delivered in many applications—whether the targeted biochar is used as a carrier, substrate, co-deployed product, or merely is introduced into the same environment at a separate time. It stands to reason, as many real-world environments are composed of very complex microbial ecosystems, that giving certain microbes in these ecosystems a more favorable habitat, can ultimately help those microbes to become more successfully established, and potentially shift the entire ecosystem based on their improved ability to compete for resources. Clearly this is a very desirable characteristic when the successful deployment and establishment of a targeted microbe into a new environment is a desired outcome.

There are many properties of a habitat which may be important to certain microbes, but some of the most important are: pH, hydrophobicity or hydrophilicity, ability to hold moisture, ability to retain and exchange certain types of nutrients, ion exchange capacity (cationic and anionic), physical protection from predatory or competitive microbes or protozoa (usable and inhabitable porosity), presence or absence of nutrients, micronutrients, or sources of metabolic carbon, ability to host other symbiotic microbes or plant systems (such as plant root tissue), or others which may be important to various types or species of microbes. Ability to either enhance or suppress the availability of certain enzymes can also be an extremely important factor in building a viable habitat. This invention focuses on methods and systems that can be used to consistently produce biochar which has these targeted characteristics, methods that can be used to effectively create a particular formulation of biochar targeted to match a particular microbe or group of microbes, and techniques for deploying the desired microbes along with this targeted biochar, through inoculation, co-deployment, integrated growth/fermentation, or other methods.

By using treatment properties disclosed previously, proper feedstock selection, and control of the pyrolysis process, the following are some, but not all, of the properties that can be consistently targeted and controlled at production scales to improve the biochar for use with microbes or as a microbial carrier. Examples of those properties include (1) pH, (2) hydrophobicity, (3) sodium levels, (4) usable pore size distribution and usable pore volume, (5) particle size and distribution, (6) exterior and interior surface geometry, (7) nutrient exchange, (8) useable carbon or energy source, (9) toxic materials or compounds, (10) surface structure/crystals/tortuosity, (11) compatibility with biofilm formations, (12) surface charge, (13) enzyme activity and (14) sterilization.

1. pH

It is well known that various microbes prefer varying levels of acidity or alkalinity. For example, acidophiles have evolved to inhabit extremely acidic environments. Likewise, alkaliphiles prefer more basic (alkali) environments. It has been clearly shown that the methods outlined for treating biochars can product targeted pH values that can be sustained over long periods of time.

2. Hydrophobicity

There are several common sources of hydrophobicity in porous carbonaceous materials. One of them is the occurrence of hydrophobic organic compounds on the surface of the char—typically residual from the pyrolysis process. Targeted removal of these compounds is a method to improve the hydrophobicity of porous carbonaceous substances. These compounds can be removed in a non-selective way by increasing the pyrolysis temperature of the biomass to a level at which the compounds will disassociate with the material and become gaseous. This method, while useful, is very broad, and can also remove other desirable compounds as well as changing the surface chemistry of the residual carbon, increasing ash percentages, or reducing carbon yield by reacting and removing more carbon than is necessary. These compounds can also be selectively removed by the application of a targeted solvent using the mechanisms previously disclosed to infiltrate liquids into the pore volume of the material. This method is also effective, and has shown to be much more predictable in the removal of certain compounds. Since the vast majority of microbes rely heavily on water for both transport and life, the easy association of water with a material has a large bearing on its ability to sustain microbial life.

3. Sodium Levels

Differing types of microbes have varying proclivities for the presence of sodium. Some microbes Halobacterium spp., Salinibacter ruber, Wallemia ichthyophaga prefer high levels of salinity, while others prefer moderate or limited levels of sodium. Sodium can be removed from biochar by either simple washing, or more preferably and effectively, treatment methods which infuse a solvent (most commonly water, although others may be used) into the pores of the material. Sodium can be added, by using the same methods except instead of using a solvent, the liquid being washed with or infused is a solution high in sodium content. Additionally, since sodium usually manifests itself as a cation in solution, temporary or permanent adjustment of the cationic exchange capacity (CEC) of the material through treatment which impacts the ability of the material to exchange cations. Lowering the CEC of the material will in many cases reduce its ability to exchange sodium cations, while raising the CEC will typically enhance the ability of the material to exchange sodium cations, with exceptions occurring if other cations are present in quantities that cause them to preferentially exchange instead of the sodium cations present. Finally, differing biomass feedstock contains differing levels of sodium—selecting an appropriate feedstock prior to pyrolysis will result in a raw or untreated biochar with reasonably controlled levels of sodium. For example, pine wood, when pyrolyzed, results in a raw char with lower levels of sodium, while coconut shells result in char with higher levels of sodium after pyrolysis.

Untreated Coconut Untreated Pine Untreated Pine ASH Composition Shell Biochar Biochar #1 Biochar #2 Ultimate Analysis— Moisture free results Ash 6.7% 9.2% 3.6% Ash Composition Sodium Oxide, as 5.7 % 1.2% 0.8% Na2O

Regardless, it should be clear that there are various methods available to produce final product with a targeted sodium level, making it suitable for various microbes depending on their preference for an environment with a certain sodium level.

4. Usable Pore Size Distribution and Usable Pore Volume

One very important quality of a microbial habitat is the availability of shelter from environmental or biological hazards. A few examples of environmental hazards are high temperature, UV radiation, or low moisture, while an example of a biological hazard is the existing of predatory multicellular microbes such as protozoa, including both flagellates and ciliates. In order for a particle or material to provide shelter for microbes, at least two conditions must be present: (i) The material must consist of pores or openings of a size which can be inhabited by the microbe in question (ii) but prevent the hazard from entering (e.g. pore size smaller than the size of predators, such as protozoa, or deep enough to be shaded from UV rays) and, (iii) the pores mentioned previously must be usable—namely, they should not be occupied by solid matter (clogged) and/or they should not contain substances that are toxic or undesirable for the microbe in question. In some cases, the pore size distribution of a biochar can be adjusted by the selection of the biomass feedstock to be pyrolyzed and the conditions of the pyrolysis process itself. For example, pine wood has a relatively narrow pore size distribution, with most pores falling in the range from 10-70 μm. Coconut shells, on the other hand, have a much wider size distribution, with many pores below 1 μm, and also a high percentage of porosity above 100 μm. It is theorized that materials with pores of a single size or where most pores are of similar size can potentially be good carriers or habitats for certain, targeted microbes, while materials consisting of broader ranges of pore sizes may be better habitats for communities, consortia or groups of microbes, where each microbe may prefer a slightly different pore size. Furthermore, the pore size of a material may also be controlled during the pyrolysis process by increasing temperature or performing “activation” or other steps common in activated carbon production to react or remove carbon, leaving larger pores, or exposing availability of pores that were once inaccessible from the exterior surface of the material. Adjusting the particle size of the material may also change the pore size distribution in at least two ways: (i) exposing pores that were not available or accessible previously, or (ii) destroying larger pores by fracturing, splitting, or dividing them. In many cases, raw biochar may contain a proper pore size distribution, but for one reason or another, the pores are not usable by the microbes in question. In other cases, the pore size distribution provided by the natural feedstock may be undesirable. Both properties may also be impacted through treatment of the raw biochar itself. Larger pores can be created using strong acids or other caustic substances either by simple washing or through forced or rapid infusion into the pores. Conversely, a material with fewer usable pores may be created by intentionally “clogging” or filling the larger pores with either solids, gums, or liquids designed to stay resident in the pores themselves. This treatment may be done in a controlled way to only partially fill the pores. For example, one could infuse a limited amount of heated liquid, such as a resin, that will become solid at normal atmospheric temperatures. If the volume of liquid used is less than the available pore volume of the material being infused, some of the porosity of the material will be left untreated and available for use. Most importantly, and most commonly, usable pore volume may be increased through the act of simply removing contaminants (physical or chemical) from the pores. Rapid infusion and extraction of liquids may be used to accomplish this. As discussed previously, appropriate solvents may be infused or extracted to remove chemical contaminants. Additionally, gasses or liquids may be driven into or out of the pores to force the removal of many solid obstructions, such as smaller particles of ash or simply smaller particles of raw biochar which may have become lodged in the pore in question. Regardless of the mechanism used, it has been shown that the available, uncontaminated, usable pore volume and pore size has a major role in determining the efficacy of biochars in microbial roles.

FIGS. 29 and 30 are images that show how different sized bacteria will fit in different biochar pore size structures. FIG. 29 is rod-shaped gram-positive bacteria, Bacillus thuringiensis israelensis, in a treated pine biochar, with pore openings of ˜10-20 μm and bacteria of ˜2-5 μm. FIG. 30 is rod-shaped gram-negative bacteria, Serratia liquefaciens, in a treated coconut shell biochar, with pore openings of ˜2-10 μm and bacteria of ˜1-2 μm.

In addition, total pore volume in the size of 5-50 μm has been shown to correlate with microbial release rate after inoculation on treated biochar. FIG. 31 illustrates release rate data verse total pore volume data for both coconut shell and pine based treated biochars inoculated with a releasable bacteria. As illustrated in FIG. 31, the data was plotted in a graph, and clearly shows that as pore volume increases so does the release rate.

5. Exterior and Interior Surface Geometry

Two important properties of microbial carriers are: (i) their ability to release microbes from their surfaces and (ii) their ability to immobilize or stabilize microbes on their surfaces. Depending on the final application or use of the carrier, one or both of these properties may be desired. For example, for carriers designed to quickly release a microbe into a targeted domain such as a lake, river, or other waterway, the release characteristics of the material are paramount. For other applications, such as applications of certain symbiotic microbes in agriculture, rapid release may be undesirable, rather it may be important to sustain the microbes within the porosity of the material until plant tissue, such as root biomass, is nearby to provide nutrition for the microbes in question. The surface and pore geometry of the material used as a carrier can be critical to determine this behavior. For example, material with generally smooth, uniform surfaces will typically release many microbes much more effectively, while material with more rugged, varied, tortuous pore surfaces and geometry will typically retain and immobilize microbes more effectively. The biomass used in the production of the final material is one of the most important factors in surface geometry. However, even this quality can be altered through treatment. Specifically, smooth surfaces may be etched by implementing the treatment and infusion processes previously disclosed with strong acids, rendering them rougher. Conversely, rough surfaces may be treated with either organic or inorganic compounds to coat and remove contour. Mechanical means may also be used to affect changes in particle geometry. Many forms of charred material have relatively low crush strength and are relatively brittle. The method used to grind, or size particles can have a large impact on the geometry of the final particles. For example, particles milled using a ball mill or other type of grinding technology will typically have a smoother exterior geometry after the milling is complete and may lose a good amount of their porosity through the simple mechanical crushing of pores. However, particles sized using ultrasonic vibrations or even simple physical vibrations to shatter, rather than crush larger particles into smaller ones, will typically retain their geometry, or sometimes result in smaller particles with more rugged geometries than the particles at the beginning. It should be apparent to one skilled in the art that there are various mechanical mechanisms available to effect these changes, but the resulting particles can be tailored to meet a particular microbial release or immobilization outcome.

6. Particle Size and Distribution

It is well known that the particle size and particle size distribution of a material has a key impact on its formulation as a microbial carrier. In many cases, these factors are very different for porous carbonaceous materials than they are for other common microbial carriers. In standard carriers, typically the reduction of particle size is a method used to increase surface area, and thus the area available to support, immobilize, and carry microbes. However, in porous materials, specifically materials with a large volume of usable interior porosity, sometimes a reduction in particle size does not cause a large increase in the usable surface area—specifically because the interior surfaces of the material were already exposed, and reducing the size of the particle does not change that fact. This leads to a somewhat counterintuitive behavior in some cases in which the reduction of the particle size of a porous material actually degrades its performance as a microbial carrier, due to the phenomena that surfaces that were once sheltered inside the material are exposed as exterior surfaces when the material is split or crushed, making the material less desirable as a habitat for microbes that require shelter from the surrounding environment. Additionally, at times the actual distribution of particle sizes can be a key factor in performance. As a simple example, imagine an aggregated material which consists of only two particle sizes: 1 mm and 1 μm. Furthermore, imagine that 50% of the mass of the aggregate resided in the 1 mm particles with the remainder in the 1 μm particles. Lastly, imagine that the 1 mm particles were porous carbonaceous particles with an average pore size of approximately 50 μm. It should be clear that if this aggregate was placed in a container and agitated, that a good portion of the 1 μm particles would end up inhabiting the pore volume of the 1 mm particles, impacting their usability. In fact, this is the behavior that we see in practice. Therefore, for certain microbial applications, it is desirable to remove extremely small particles, often referred to as fines, from the aggregate. This has the additional benefit of reducing dust during application, which is particularly important in aerial applications, and reducing the level of surface runoff for applications in water, which also is important in certain microbial applications. The small particles may be removed through several methods such as sieving, blowing or aerodynamic removal, separation with either stationary or moving liquids (hydrostatic or hydrodynamic separation) of various viscosities, temperatures, flow rates, etc. However, at times, having a mixture of smaller and larger particles can be desirable. The most common cases are when communities of microbes are to be deployed, or the aggregate is to remain generally intact for a period of time (fermentation applications, long term storage applications, or preparation for other formulation uses such as palletization), in which case, the interparticle void space is also an important factor and can be optimized for a particular microbe or set of microbes by providing a range of particle sizes and geometries.

7. Nutrient Exchange

The ability of a material to hold or exchange nutrients is an incredibly important characteristic, not only for microbial, but also for general agricultural applications. There are two primary mechanisms that porous carbonaceous materials can exchange nutrients: (i) sorption or retention of the nutrients on the interior and exterior surfaces of the material, and (ii) retention of the nutrients either in suspension or solution in liquid or gasses residing in the pore volume of the material. Both mechanisms are very useful, but also very different in function. Surface sorption or retention is driven by two main properties, among others: (i) ion exchange capacity of the material and. (ii) reactivity or electrical charge of compounds present on or coating the surfaces of the material. Retention of nutrients in solution or suspension are impacted by other, different characteristics of the material, such as hydrophilicity, oil sorption capacity, usable pore volume and pore size distribution, and interior pore geometry and tortuosity. The surface retention of nutrients can be targeted by selecting the feedstock biomass (some materials render a char after pyrolysis with vastly differing ionic exchange capacities (CEC and AEC) than others). It can also be impacted by adjusting pyrolysis conditions. Higher pyrolysis temperatures tend to reduce CEC and nutrient adsorption capability. See Gai, Xiapu et al. “Effects of Feedstock and Pyrolysis Temperature on Biochar Adsorption of Ammonium and “Nitrate.” Ed. Jonathan A. Coles. PLoS ONE 9.12 (2014): e113888. PMC. Web. 19 Nov. 2016. In addition, the surface retention of nutrients can be impacted by treating the surfaces of the material with substances targeted towards adjusting the ionic exchange characteristics. For example, using the previously disclosed treatment methods to infuse H₂O₂ into the pores of the carbonaceous material and then evaporating the liquid can increase the cationic exchange properties of the material.

Furthermore, another way to exchange nutrients more efficiently is to use the pore volume rather than, or in addition to, the pore surfaces—namely keeping the nutrients in solution or liquid or gaseous form and placing them in the volume of the pores rather than attempting to sorb them on the surfaces of the material. This can be an incredibly useful technique not only for plant life and soil health, but also for microbes. The food sources can vary from simple to complex such as glucose, molasses, yeast extract, kelp meal, or bacteria media (e.g. MacConkey, Tryptic Soy, Luria-Bertani). When using the pore volume to exchange nutrients in this way, it should be clear that a wide variety of nutrients may be used, and targeted combinations of pore volume, size, and nutrition can be produced to assist in the delivery, establishment, or successful colonization of targeted microorganisms or groups of microorganisms. It should be clear by this point that merely immersing the biochar or porous carbonaceous material in a liquid nutrient broth may be partially effective in filling the pore volume or coating the pore surfaces with these nutrients and should be considered within the scope of this invention, however using the treatment techniques outlined in this and related disclosures is much more effective at both coating the surfaces and infusing nutrition into the pore volume of the material itself. Since many microbes rely on liquid for mobility, placing liquid into the pore volume of the material is in many cases a prerequisite for successfully infusing, carrying, or delivering microbes.

8. Usable Carbon or Energy Sources

Related to the ability to improve nutrient exchange is the ability to treat the pore volume, pore surfaces, exterior surfaces, or any combination of these with not only custom broths or growth media, but also other forms of carbon known to be beneficial to microbes and plant life. Some examples of this are carbohydrates (simple and complex), humic substances, plant macro and micronutrients such as nitrogen (in many forms, such as ammonium and nitrates), phosphorous, potassium, iron, magnesium, calcium, and sulfur and trace elements such as manganese, cobalt, zinc, copper, molybdenum. These nutrients may either be infused in liquid or gaseous form, or even as a suspended solid in liquid. The liquid may be left in the pores, or may be removed. If removed through evaporation, nutrients in solution or suspended solids may be left behind, while if removed by mechanical or physical means, a portion of the liquid may be left behind as well as some solids. It should be noted that the various forms of removal have differing advantages and disadvantages and that many energy sources may be added either at the same time or in sequence, with one, or many, removal steps in between treatment or infusion steps.

9. Toxic Materials or Compounds

The selective addition or removal of materials or substances known to be toxic to a certain microbe or lifeform is a key step in preparation of biochar for use as a microbial habitat or carrier. It has been shown, that through treatment, potentially toxic compounds can be removed with much greater effectiveness than through simple pyrolysis alone. Some examples of the potentially deleterious compounds that may be removed are: volatile organic compounds (VOCs), monoaromatics, polycyclic aromatic hydrocarbons (PAHs), heavy metals, and chlorinated compounds (e.g. dioxins and furans). A proven approach to remove these substances is to wash the exterior surfaces with and/or rapidly infuse a solvent into the pore volume of the material targeted to remove these substances. Following the infusion with either mechanical extraction, drying, or other methods to remove the solvent, laden with the substances in question, from the pores and interparticle spaces is a desirable, but not strictly necessary step to further reduce the levels of toxicity. For example, the following data shows removal of dioxins using the treatment process of the present invention.

Raw coconut Treated coconut Raw pine Treated pine shell biochar shell biochar biochar biochar TEQ ng/kg 0.7 0.4 9.6 0.4 (method 8290A)

Another approach for some toxic compounds (benzene as one example) is, rather than removing the compounds in question, to react them in place with other compounds to neutralize the toxicant. This approach can be used either with washing, or forced/assisted infusion, and in these cases a removal step is less necessary—although it still can be used to prepare the material for another, subsequent phase of treatment.

Much attention is given to the removal of toxic compounds, but it should be also be noted that at times, it can be extremely beneficial to actually add or treat the material with toxic compounds. A primary example of this is sterilization, or preparation for selective infusion. Even after pyrolysis, residual biological life has been found to potentially establish itself in biochars given the right conditions. Treating, washing, or infusing the material with antiseptics such as methanol, ethanol, or other antibacterial or antiviral substances can be a key step in removing contamination and preparing the material for use in microbial applications. A variation on this approach is to infuse, treat, or wash the material with a selectively toxic compound, such as a targeted antibiotic or pharmaceutical targeted towards interrupting the lifecycle of a specific set of microorganisms or organisms, thereby giving other microbes, either through infusion or merely contact in situ the opportunity to establish. Some examples of this treatment would be the use of antifungals such as cycloheximide to suppress fungal growth and provide an environment more well suited toward the establishment of bacteria. As has been stated previously, the methods may be used alone, or in combination with one another. Specifically, a toxic compound such as ethanol, may be infused, removed, and then steps may be taken to remove other toxic compounds, followed by steps to add carbon sources or growth media.

10. Surface Structures/Crystals/Tortuosity

The physical surface and pore structure of the material is critically important to its suitability as a microbial habitat. There are many factors that contribute to the surface structure of the material. The most notable of these factors is the biomass used to produce the carbonaceous material—the cellular structure of the biomass dictates the basic shape of many of the pores. For example, pyrolyzed coconut shells typically have less surface area, and a more diverse distribution of pore sizes than pyrolyzed pine wood, which, when pyrolyzed at the same temperature, has greater surface area, but a more uniform (less diverse) pore size distribution. Tortuosity, or the amount of curvature in a given path through a selected pore volume is also an extremely important characteristic of engineered porous carbonaceous materials.

FIG. 32 shows the total fungi/bacteria ratio for two biochars derived from different biochar starting materials, e.g., feedstocks. Each biochar was loaded with different levels of moisture, and the total fungi/bacteria ratio was monitored during the first week. Biochar A 3201 showed a constant total fungi/bacteria ratio of 0.08 across moisture levels rang5000 ng from 15% to 40%, while Biochar B 2602 showed a constant total fungi/bacteria ratio of 0.50 for moisture levels ranging from 30% to 40%. It is theorized that, a fungi/bacteria ratio between 0.05 and 0.60 is an effective prescription for a stable biochar composition. This composition allows a commercially viable product, which has sufficient shelf life that it can be delivered to storage houses waiting for the proper planting window.

It is theorized that the difference in the observed total fungi/total bacteria ratios of may also be explainable by the structures of the biochars. Biochar's having an open pore structure, e.g., more interconnected pores, promotes more bacteria formation; while closed pores, e.g., relatively non-connected nature of the pores, tends to promote fungi formation. Biochars with differing microbial communities may be beneficial for specific applications in commercial agriculture. Thus, custom or tailored loading of the microbial population may be a desired implementation of the present invention.

For example, as shown in FIGS. 33a, 33b and 33c , Biochar A 3301 shows that it has a greater population of, i.e., is inhabited by, more gram negative, gram positive and actinomycetes than Biochar B 3302. Thus, for example, Biochar A would be more applicable for use with certain agricultural crops in which Plant Growth Promoting Bacteria (PGPB) species in the actinomycetes, gram (−) pseudomonas, and bacillus groups are used for nutrient utilization and uptake.

It should be noted that both pyrolysis and post-treatment can be used to further modify the shape of these pores and structures. Pyrolyzing at higher temperatures, injecting select gasses or liquids during pyrolysis, or both typically will increase the pore volume and surface area of the material in question. Steam is the most readily available gas to cause this effect, but hydrogen sulfide, carbon dioxide, carbon monoxide, as well as other reactive gasses can be used. Prior art has clearly shown that the surface area of a biochar changes based on feedstock and pyrolysis temperature. Post treatment focused on a forced infusion of a strong acid, or other reactive substance into the pore space of the carbonaceous material can also be used to modify the pore size and pore volume of material by removing or breaking down the carbon matrix which forms the structure of the biochar, or other porous carbonaceous material. Acid etching or infusion can also be used to make smoother surfaces rougher. Rough surfaces can be very useful in the attachment and immobilization of microbes. Smooth surfaces can be useful for the easy release of carried microbes. Coating the surface area with materials such as starches is a technique to make rough surfaces smoother. Ultrasound, with or without a transmission media (gel, liquid, oil, or other) can also be used to rupture interpore divisions and create more pore space. Flash gasification, either at atmospheric pressure, or under negative or positive pressure, of liquid infused into the pores by the methods previously disclosed can also be used to crack, disrupt, or fracture solid material separating adjacent pores.

While much attention is given to modifying the pore structure by removing carbonaceous material, it should be noted that the pore structure can also be modified by the coating, forced infusion, and/or addition of materials which will bond to the carbon and consume pore volume, smooth surfaces, add tortuosity, change the exterior surfaces, or all of these. In the most simple form, it should be clear that materials may be added to coat surfaces or fill pore volume either through forced infusion, simple contact, or other means. However, if the material is infused or even simply contacted with a super saturated solution of a substance that will crystalize, such as sucrose, sodium chloride, or other common or uncommon substances known to form crystals. It should be noted that the crystals or substances used to create them do not need to be water soluble, and in fact in many cases it is desirable if they are not. The crystals may also be composed of nutrients or substances which may be beneficial to microbial or plant life. Examples of this are sucrose and monoammonium phosphate, both known for their ability to easily crystalize and be beneficial for microbial and plant life respectively. By adding material or even growing crystals on the carbon, a hybrid material is formed which can have many properties that are exceptionally useful for the delivery and establishment of microbial systems. Crystallization is also way to add tortuosity to a carbonaceous material and typically is much more effective in this aspect than coating with solids alone.

11. Compatibility with Biofilm Formation

Biofilms can be an important factor in the survival of a microbe in extreme or challenging conditions. Bacterial communities can shift their morphology to increase nutritional access and decrease predation. One such modification is that the bacteria may attach to surfaces, such as those found in biochar, in a densely compacted community. In this compacted form, they may form an extracellular polymeric substance (EPS) matrix called a biofilm. These communities can contain hundreds of different species which find shelter under the protective EPS coating from predatory protozoa, pathogens, contaminants, and other environmental stressors. In some cases, usually related to public health or healthcare, biofilms are undesirable as they typically allow pathogenic microbes to survive exposure to antiseptics, antibiotics, predatory microbes such as protozoa, or other agents which may eliminate them or negatively impact their prospects for survival But in agricultural settings, encouraging target biofilm establishment could lead to improved microbe survival and thus improved agricultural or crop benefits.

As outlined in the article titled The Effect of Environmental Conditions on Biofilm Formation of Burkholderia psudomallei Clinical Isolates, it can be seen that certain bacteria require certain environmental factors, among them surface pH, for the creation of biofilms. See Ramli, et al., The Effect of Environmental Conditions on Biofilm Formation of Burkholderia psudomallei Clinical Isolates (Sep. 6, 2012) (www.dx.doi.org/10.1371/journal.pone.0044104). It is believed that other surface characteristics (rugged vs. smooth surfaces, surface charge, and more), along with moisture levels and relative humidity also play a large role in biofilm formation.

But for certain microbes requiring deployment into environments known to present survival challenges, optimizing a delivery material to encourage the formation of these protective biofilms can provide the targeted microbes with a significant advantage. Also, many vegetable and short cycle row crops such as tomatoes, lettuce, and celery form mutualistic relationships with bacteria that lead to the formation of biofilms on root hairs that function not only in nutrient uptake but also in plant pathogen resistance.

As outlined in previous disclosure, treatment of raw biochar can be used to adjust the surface pH to a level suitable for biofilm formation. Similarly, adjusting the humidity by selectively leaving a measured or controlled amount of water resident in the pore volume of the material can also provide benefit. Lastly, the techniques outlines for modifying the physical surface properties of the material either by smoothing or roughening, can be key factors also.

It should be clear that these factors can also be reversed to create an environment that is unsuitable for biofilm formation in applications where the formation of biofilms on the carrier is not desirable—e.g. delivery or applications where quick release of microbes from the carrier is important.

12. Surface Charge

The surface charge of a porous carbonaceous material can be crucially important in the association and establishment of targeted microbes with or on the material. For example, most bacteria have a net negative surface charge and in certain conditions a specific bacterium may favor attachment to positively charged surfaces. In some biological applications, this attachment may be preferred, in others, attachment may not be preferred. However, modifying the surface charge of the material is clearly a way to impact the suitability for attachment of certain microbes. There are many ways in which the surface charge of a carbonaceous material may be changed or modified. One way to accomplish this is by treating the surface area of the material with a solution containing a metal, such as Mn, Zn, Fe, or Ca. This can be performed either by doping the material with these metals prior to or during pyrolysis, or more preferably, by using a forced infusion or treatment technique after pyrolysis to deposit these substances on the interior and/or exterior surfaces of the carbonaceous material. By controlling the amount and or types of substances infused, the surface charge of the material can be modified by encouraging loading of O₂ ⁻ or other anions, or conversely, N⁺, NH₂ ⁺, or other cations. This modification of surface charge can have a profound impact on the ability of certain microorganism to be immobilized on the interior and exterior surfaces of the material.

Another application of surface charge can be found by temporarily charging the carbonaceous material during inoculation with microbes. Carbon is used as a cathode or anode in many industrial applications. Because of its unique electrical properties, carbon, or more specifically porous carbonaceous materials, may be given a temporary surface charge by the application of a difference in electrical potential. One application of this mechanism is to create a temporarily positively charged surface to encourage microbial attachment. Then, while the charge is maintained, allowing the microbes to attach themselves to and colonize the carrier. Once the colonization is complete, the charge can be released and the carrier, laden with microbes can either be deployed as is, or can undergo further treatment to stabilize the microbes such as lyophilization, or freeze drying.

13. Enzyme Activity

For some types of microbes, enzyme activity, or the presence of certain enzymes is every bit as important as the availability of energy or nutrition. Enzymes can be critical in the ability of microbes to metabolize nutrition, which in turn can be a key element of reproduction, survival, and effective deployment. There are six main types of enzymes: hydrolases, isomerases, ligases, lyases, oxidoreductases, and transferases. These enzymes can be important in microbial applications. Through treatment or even simple contact, enzymes, like nutrients and energy sources, can be deposited on the surfaces or within the pore volume of porous carbonaceous materials, either as solids, or in solution/suspension, ensuring the enzymes are not degraded through the process. However, forced infusion of enzymes through the treatment processes previously outlined allows for much greater storage capacity and much greater levels of contact with the interior surfaces of the biochar, and as such, is preferable to simple contact. In some cases, the carbonaceous material can be used to deliver enzymes alone into an environment where both a habitat and enzymes are needed to promote or encourage the growth of certain indigenous microbes.

Another important aspect of enzyme activity is that some bacteria make extra-cellular enzymes which could be bound by the biochar or either reduce or even stop biochemical reactions. Thus, in certain situations when application is appropriate the carbonaceous material can be used to inhibit or make certain enzymes ineffective. For example, if the biochar is being used as a carrier for food or certain chemicals that are vulnerable to breakdown by enzymatic degradation and these specific enzymes would be bound by the biochar, then using the carbonaceous material as the carrier would provide for greater shelf-life and viability of the product versus traditional carriers.

14. Sterilization

In many cases, it is desirable to remove potential unwanted microbes from the surfaces and pore volume of the material through sterilization. At outlined above, infusion with antiseptics or antibiotics are a way to accomplish this. Boiling, or more preferably, forced infusion of steam is also a technique that can be used to remove resident microbial life. Heating to a temperature above 100 degrees C., and preferably between 100 and 150 degrees C. is also effective for removing some microbial life. Heating may be required for ideally 30 minutes or more, depending on volume, method, and extent (temperature, radiation). Autoclaving can also be used 30 minutes, 121 degrees C., 20 psig. For applications requiring a high level of sterility, gamma irradiation can be used, with dosages adjusted for the level of sterility needed in ranges of 5 to 10 kGy or even 50 to 100 kGy or even higher dosage levels. For all sterilization methods, the extent of treatment required will depend on the volume of material and the required level of sterilization. In general, sterilization, using heat, should be done for at least 30 minutes, but should be adjusted as needed.

At this point, it should be clear that all of these properties can be controlled and modified to create a treated, controlled biochar that is suitable for use as a microbial carrier, delivery system, habitat, fermentation substrate, or environmental (soil, water or other) enhancement. By controlling these properties and producing a material matched to the application and the microbe(s) in question, effectiveness can be dramatically improved over both traditional biological carriers, and many forms of raw, untreated, uncontrolled biochar. Furthermore, varying materials, with varying properties, may be aggregated to provide delivery systems or habitats targeted towards consortia, communities, or groups of microbes.

F. Inoculating, Applying, or Immobilizing the Microbes on the Biochar

Typically, the prior art teaches either placing biochar on soils alone or combining the biochar with compost and using this mixture as a soil amendment. The nature of the microbial population in this compost mixture is poorly disclosed by the prior art. Thus using more targeted methods to get the desired microbes into the suitable habitat created by the raw biochar, or more preferably treated or controlled biochar is desired. The following are some but not all, methods and systems that can be used to inoculate, deploy, or otherwise associate microbial life with a treated or untreated biochar:

1. Co-Deployment

This method focuses on deploying the microbes at the same time as the biochar. This can be done either by deploying the biochar into the environment first, followed by microbes or by reversing the order, or even deploying the two components simultaneously. An example of this would be the deployment of a commercial brady rhizobium inoculant simultaneously with the introduction of a treated biochar into the soil media. The system here is the combination use of a biochar and microbes in the environment, and more preferably a char treated to have suitable properties for a target microbe or group of microbes which it is used with in a targeted application for a specified purpose, for example a symbiotic crop of said microbe(s).

In one experiment, various biochar feedstocks with various post-treatments were added to a soilless mix containing soybean seeds that had been treated with a commercial microbial product containing Bradyrhizobium japonicum. and compared to both a control with microbe inoculant and one without. Some of the treated biochars co-deployed with the inoculant increased seed germination rates, one by 29%. Others increased nodulation measured at 10 weeks, one more than doubled the number of nodules. The use of the microbial inoculant increased shoot biomass in all treatments. FIG. 34 is a chart comparing shoot biomass when the biochar added to a soilless mix containing soybean seeds is treated with microbial product containing Bradyrhizobium japonicum. and when it is untreated. As illustrated in FIG. 34, shoot biomass increased with the biochar was treated.

FIG. 35 shows the comparison of root biomass in a microbial inoculated environment versus one without inoculation. As illustrated in FIG. 35, when inoculated, root biomass decreased with the inoculant alone yet increased with the use of all the treated biochars with or without inoculant.

In addition leaf tissue analysis was done which showed some of the treated biochars co-deployed with the rhizobial inoculant showed a significant increase in nitrogen uptake. FIG. 36 is a chart comparing the nitrogen levels when the biochar is inoculated with the rhizobial inoculant verses when it is not inoculated. Statistical significance in the chart in FIG. 36 is marked with a star. In all cases, nitrogen levels increase with inoculation.

As outlined in these results, the addition of a treated biochar suitable for co-deployment with this particular microbe increased nodulation, increased nitrogen fixation/availability, and resulted in substantially increased root mass. It should be noted that to demonstrate the differing performance of varying formulations, two formulations were tested, each showing different interactions with the microbe in question, along with significant variations in performance. This is just one example to demonstrate the invention of how the specific combination of biochar feedstock, biochar treatment, co-deployed microbe, and application (this case plant species) can lead to improved microbial effectiveness and thus improved results (this case plant vigor), versus no treatment, applying the microbe alone, or applying the biochar alone. Another example of co-deployment benefit could be using a biochar that has strong absorption properties in combination with fertilizer (or infused with fertilizer) and microbes in an agricultural setting. The biochar properties that help retain and then slowly release nutrients and ions will also help the targeted microbe population to establish and grow without being impacted by the high levels of fertilizer salts or nutrients which can often impede and sometimes kill the microbes being deployed.

2. Basic Inoculation

A more advanced method of inoculation centers on mixing the microbe or microbes in question with the treated or untreated biochar before deployment. In some cases, the biochar in question can be treated, produced, or controlled to assist with this deployment, making this case slightly different than merely inoculating a microbe on untreated biochar. In one form, microbes suspended in liquid (either water, growth media, or other liquids) are deposited on the biochar and mixed together until both materials are well integrated and then the material is deployed as a granular solid. It has been shown that materials that have been treated to be more hydrophilic typically accept this inoculation more readily than hydrophobic materials—demonstrating yet another way in which the treatment of biochar can enhance performance. In another form of basic inoculation, the biochar is delivered in suspension in the liquid also carrying the microbes. This biochar/liquid/microbe slurry is then deployed as a liquid. In this form, sizing the biochar particles in such a way that their surface properties and porosity is maintained is a key element of effectiveness. Additionally, ensuring that the pores are treated to allow easy association of both liquid and microbes with the surfaces of the biochar is important. An example of a basic inoculation method of biochar for a bacteria in lab scale is as follows:

1) Isolate Pseudomonas protegens on a plate with 1.5% w/v Tryptic Soy Broth solidified with 1.5% w/v agar and incubate at 30° C. for 12 h 2) Take an isolated colony of Pseudomonas protegens and grow up in a 1.5% w/v TSB solution (90 ml) along with 10 g sterile biochar (sterilized at 110 C in small batches for 15-20 min) and combine both in a sterile 250 ml Erlenmeyer flask 3) Shake contents of flask at 150 rpm at 30° C. for 12 h, or greater 4) Transfer contents of flask into a sterilized ultracentrifuge tube (250 ml) and spin at 10,000×g for 10 min 5) Carefully remove supernatant liquid fraction by filtering through a Whatman No 4 filter with a vacuum filtration system to separate out the bulk liquid from biochar. After basic inoculation, the material and the microbes may be deployed immediately, stored for future use, or stabilized using technology such as lyophilization.

3. Assisted Inoculation

Another form of inoculation, which appears to have greater efficacy with some microbial systems, is assisted inoculation. Assisted inoculation involves providing mechanical, chemical, or biological assistance to move the targeted microbe either into the pore volume of the carrier or onto interior surfaces of the material that normally may not be accessible. Realizing that many microbes require liquid, and preferably water, for mobility, the most straightforward method of assisted inoculation requires infiltrating the pore volume of the material with water prior to contact with the targeted microbes. This water infusion can be done using the treatment methods described previously in this disclosure. It has been shown that, with certain microbes, making this change alone will have a positive impact on the ability of microbes to associate with and infiltrate the material. In one experiment, it was shown that water infusion improved release rate on both a treated pine biochar with granular particles and with a coconut biochar powder. FIG. 37 illustrates the three-day release rates of water infused biochar compared to other types of biochar. As illustrated, results vary depending upon the biomass.

Changes can also be made in the media to reduce surface tension and increase flowability through the addition of a surfactant to the water, either into the liquid used to carry the microbes, or into the pores of the material itself, through simple contact, or preferably forced infusion.

Additionally, the microbes themselves may be assisted into the pores using the treatment techniques previously outlined. Care needs to be taken to match the microbe to the technique used, but many microbes are capable of surviving vacuum infiltration if performed at relatively gentle, lower pressure differentials (+/−10% of standard temperature and pressure). Some microbes, and many spores however are capable of surviving vacuum infiltration even at relatively large pressure differentials (+/−50, 75, or even 90 or 95% or more variation from standard temperature and pressure). When this technique is used, a liquid mixture is constructed containing both liquid to be infused and the microbe or microbes in question. The liquid is then used as the “infiltrant” outlined in previous disclosure related to placing liquid into the pore volume of the material. The final material, infiltrated with microbes, may then be heated to incubate the microbes, cooled to slow development of the microbes or stabilize the microbes, or have other techniques applied such as lyophilization. The material may then be delivered in solid granular form, powdered, further sized downward by grinding or milling, upward by agglomerating, aggregating, or bonding, or suspended in a liquid carrier. A clear advantage to this assisted infusion approach is that the material can be processed or handled after inoculation with more microbial stability because the targeted microbes are inhabiting the interior pore volume of the material and are less prone to degradation due to contact with exterior surfaces, or other direct physical or environmental contact. This method may be applied repeatedly, with one or more microbes, and one to many moisture removal steps. It may also be combined with the other inoculation methods disclosed here either in whole or in part.

FIGS. 38a, 38b and 38c show scanning electron microscopy (SEM) images of raw biochar compared to ones that have been processed by being infused under vacuum with bio-extract containing different microbial species.

FIG. 38a is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar.

FIG. 38b is a SEM (10 KV×3.00K 10.0 μm) of pore morphology of raw biochar of FIG. 38a after it has been infused with microbial species. FIG. 38c is a SEM (10 KV×3.00K 10.0 μm) of a pore morphology of another example of raw biochar of FIG. 38a after it has been infused with microbial species. The images confirm the ability to incorporate different microbes into the pores of biochar by treatment. In turn, these beneficial microbes can interact with and enhance the performance of the environment they are deployed into, for example the plants' root systems when the inoculated biochar is mixed with the soil in the root zone.

Compared to a biochar that has immersed in a compost tea, which may have a relatively short, e.g., a few days for the life of the microbes, the impregnated populations of examples of the present treated biochars, are stable over substantially longer periods of time, e.g., at least an 8 week period and in some cases 1 year or more as measured by PLFA (Phospholipid-derived fatty acids) analysis. PLFA analysis extracts the fatty acid side chains of phospholipid bilayers and measures the quantity of these biomarkers using GC-MS. An estimate of the microbial community population can thus be determined through PLFA analysis. The microbial activity may also be inferred through PLFA analysis by monitoring the transformation of specific fatty acids. Thus, the impregnation of the biochar with a microbial population provides for extended life of the microbes by at least 5×, 10×, or more over simple contact or immersion. In fact, some microbes may be better suited to surfactant infiltration versus vacuum infiltration and vice versa and this may impact the shelf life, penetration, viability, or other characteristics of the microbes.

As used herein, unless stated otherwise, the stable shelf life of an example of a biochar product having a microbial population is the period of time over which the product can be stored in a warehouse, e.g., dry environment, temperature between 40° F.-90° F., with a less than 50% decrease in microbial population.

4. Integrated Growth/Deployable Substrate

With many microbes, especially fungi, it can be helpful to develop or “grow” the microbes on the material itself. With porous materials, rather than mechanically or chemically assisting the infiltration of the microbes, it can be beneficial to allow the microbes themselves to inhabit the pore volume of the material prior to deployment. In fact, with materials constructed to effectively immobilize microbes, this can be the most efficient technique to stabilize, store, and ultimately deploy the microbes in question.

An example of this method involves preparing the biochar material for the microbes, sometimes through thorough cleansing, other times through addition of either enzymes or energy sources needed by the microbe in question, preferably using the treatment techniques described previously in this disclosure. Once the material is prepared, the microbes are placed onto the material, or infused into the material and then incubated for a period of time. In the case of many microbial systems, the microbes themselves will inhabit the material and form close affiliations with available surfaces and pore volume. At this point, the material can be deployed with the microbes actively attached and affiliated. With many microbes, especially fungi, this is a preferred method of deployment and shows many advantages over co-deployment, or basic inoculation because of the tight integration of biological life with the material itself.

An example of an integrated growth inoculation method of biochar for a fungus in lab scale is as follows:

1) Make petri dishes containing corn meal agar (17 g/L), glucose (10 g/L), and yeast extract (1 g/L) 2) Inoculate plates with Sordaria fimicola and incubate between 22-30 C for at least 1 day to produce hyphae 3) Sterilize an inoculating loop and slice “plugs” of the hyphae and agar generating cubes that are agar and hyphal mass 4) Inoculate a sterile plate with a “plug” in the center of the plate, around perimeter have sterile biochar 5) Incubate plate for at least a day and remove biochar (that are now covered with grown over hyphae)]

It should be noted that because of this effect, biochars, and specifically treated biochars can also be extremely effective substrates for solid state fermentation—particularly when growth media or energy sources are added to the pore volume of the material. So, once incubation is ongoing, the material can either be removed, with the integrated microbes, and deployed, or it can be stabilized for long term storage, or it can be left in situ and used as a fermentation or growth substrate to develop or grow more microbes—especially those that require a solid to propagate and develop.

5. Media and/or Enzyme Infiltration

As mentioned previously, growth media, energy sources, enzymes, or other beneficial/necessary components for microbial growth may be infused into the pore volume or coated onto the surfaces of the material in question. This method can be combined with any of the other inoculation techniques disclosed here. It has been shown that with certain microbes and certain types of material, inoculation with growth media or enzymes can significant impact the effectiveness of the biochar material as a carrier.

6. Habitat Pre-Establishment (Enhanced Rhizosphere)

There are certain microbes which, because of symbiotic associations with host organisms, such as plants, prefer to develop in the vicinity of the organism, such as the active root or other plant tissue. An effective method for deploying these organisms can be to develop and deploy the plant/microbe/habitat (biochar) system together as a unit.

An example of this is germinating seed or transplanting a seedling or developing juvenile plant in the presence of treated or untreated biochar, and the targeted microbes. Biochar that has been treated to encourage hydrophilicity and neutral pH typically allows for easier affiliation of plant root tissue with the material. As this affiliation occurs, a habitat for symbiotic organisms is developed within the material itself due to the proximity of active plant tissue to microbes reliant on the tissue for energy. As this symbiosis continues, the number, activity, and colony size of the targeted microbes will continue to grow. At this point, the plant and biochar can be deployed together into the target environment, acting as a pre-established habitat and carrying the microbes along with them.

Another option is to develop and then remove the biochar from the “incubation” system either by stripping the biochar material from the symbiotic organism, such as the root mass, or by sieving or sifting the media used to grow the plant. At this point, the microbes can either be deployed directly or stabilized for storage.

Thus, through more controlled inoculation of the biochar particles, one can achieve a predetermined and controllable amount of a microbial community, e.g., population, into the soil. This integration of a microbial community with a biochar particle, and biochar batches provides the ability to have controlled addition, use and release of the microbes in the community. In agricultural applications, this integration can further enhance, promote and facilitate the growth of roots, e.g., micro-roots, in the biochar pores, e.g., pore morphology, pore volume.

Other methods than those listed above exist for integrating a microbial community with an untreated or previously infused biochar particle. Different manners and methods would be preferred depending on needs to minimize contamination, encourage biochar pore colonization/infiltration, minimize labor and cost and producing a uniform, or mostly uniform, product.

Other methods for integrating a microbial community with a biochar particle may include, but are not be limited to the following: while under vacuum, pulling the microbial solution through a treated biochar bed that is resting on a membrane filter; spraying a microbial solution on top of a treated biochar bed; lyophilizing a microbial solution and then blending said freeze dried solution with the treated biochar; again infusing, as defined previously, the treated biochar with a microbial solution; adding treated biochar to a growth medium, inoculating with the microbe, and incubating to allow the microbe to grow in said biochar containing medium; infusing, as defined previously, the biochar with a food source and then introducing the substrate infused biochar to a microbe and incubating to allow the microbes to grow; blending commercially available strains in dry form with treated biochar; adding the treated biochar to a microbial solution and then centrifuging at a high speed, potentially with a density gradient in order to promote the biochar to spin down with the microbes; densely packing a column with treated biochar and then gravity flowing a microbial solution through the column and possibly repeating this multiple times; or adding the microbe to a solution based binder that is well known to enter the treated biochar pores and then adding said solution to the treated biochar. In order to insure the proper microbial community the treated biochar may need to be sterilized prior to these methods for integrating a microbial community. All or parts of the above manners and methods may be combined to create greater efficacy. In addition, those skilled in the art will recognize that there may be additional manners or methods of infusing biochars with microbials, including those created by the combination of one or more of the manners and methods listed above, without departing from the scope of the present invention. Further, when using any of the above methods for integrating the microbes with the biochar, including but not limited to infusing the microbes in the biochar, it is recognized that such microbes or other MSM or minerals can continue to be deployed in the soil once the biochar is in situ.

G. Using Microbial Inoculated Biochars

Thus, treated biochar can have a microbial community in its pores (macro-, meso-, and combinations and variations of these), on its pore surfaces, embedded in it, located on its surface, and combinations and variations of these. The microbial community can have several different types, e.g., species, of biologics, such as different types of bacteria or fungi, or it may have only a single type. For example, a preferred functional biochar, can have a preferred range for bacterial population of from about 50-5000000 micrograms/g biochar; and for fungi, from about 5 to 500000 micrograms/g biochar. A primary purpose in agricultural settings, among many purposes, in selecting the microbial population is looking toward a population that will initiate a healthy soil, e.g., one that is beneficial for, enhances or otherwise advance the desired growth of plants under particular environmental conditions. Two types of microbial infused biochars will be discussed further for agricultural settings: bacteria and fungi. However, the microbes may also be used in other applications, including but not limited to animal health, either directly or through interactions with other microbes in the animals' digestive tract and public health applications, such as microbial larvicides (e.g. Bacillus thuringienis var. israelensis (BO) and Bacillus sphaericus used to fight Malaria).

H. Bacteria Inoculated Biochars

Another application of using biochar inoculated with bacteria would be in the biofuel industry, where methanotroph inoculated biochar could be used to create methanol. Methanotrophic bacteria are proteobacteria with diverse respiration capabilities, enzyme types, and carbon assimilation pathways. However, Methylosinus trichosporium OB3b is one of the few methanotrophs that can be manipulated by environmental conditioning to exclusively produce methanol from methane. M. trichosporium OB3b is one of the most well studied aerobic C₁ degraders and can be grown in either batch or continuous systems. As mentioned earlier, the large pore volume and surface area of biochar is suitable for bacterial colonization and should subsequently increase substrate access to enzyme activation sites. To improve the conversion rate, copper, nitrate, and phosphate should be included in the system. The use of biochar as a support material for the aerobic bioconversion of methane to methanol provides a pore distribution suitable for both adsorptions of methane and impregnation with bacteria. By providing biological and adsorptive functionality the biochar can intensify the bacteria in the biochar and increases the conversion rate.

In general, bacteria communicate via the distribution of signaling molecules which trigger a variety of behaviors like swarming (rapid surface colonization), nodulation (nitrogen fixation), and virulence. Biochars can bind signaling molecules and in particular it is believed can bind a major signaling molecule to their surface. This binding ability can be dependent upon many factors including on the pyrolysis temperature. This dependency on pyrolysis temperature and other factors can be overcome, mitigated, by the use of examples of the present vacuum infiltration techniques. For example, a signaling molecule that is involved in quorum sensing-multicellular-like cross-talk found in prokaryotes can be bound to the surface of biochars. Concentration of biochars required to bind the signaling molecule decreased as the surface area of biochars increased. These signaling molecules may be added to the surface of a biochar and may be used to manipulate the behavior of the bacteria. An example of such a use would be to bind the molecules which inhibit cell-to-cell communication and could be useful in hindering plant pathogens; using techniques in the present invention signaling molecules may be added to the surface of a biochar to engineer specific responses from various naturally occurring bacteria.

H. Aggregate Biochar Particles

It has been discovered that the same benefits can be achieved through the production and application of biochar aggregate particles as biochar particles that have not been aggregated. The creation of biochar aggregate particles, however, allows for easier product distribution for in various applications including industrial agricultural equipment, and provides a highly beneficial use for the biochar dust and fines, which are generally discarded. In this same manner, biochar aggregate particles may be produced for use for consumption by animals or use in composting.

The biochar, prior to being formed into a solid aggregate (e.g., through agglomeration, extrusion, or pelletization), may be raw or treated, as described above. If the biochar is treated, not only can various characteristics including pH be adjusted as needed, but fertilizers, nutrients, vitamins, supplements, microbes or other additives may be infused into the biochar prior to aggregation (as further described below). However, regardless of whether the biochar is raw or treated, the present application for biochar aggregate particles can be utilized for both.

There are various types of aggregation methods and resulting aggregate particles. FIGS. 39a, 39b and 39c shows three resulting aggregate examples. FIG. 39a shows pellets, FIG. 39b shows extrudates and FIG. 39c shows biochar sulfate prills.

As an example, one method to produce biochar aggregate particles is depicted in the flow diagram shown in FIG. 40. The flow diagram 4000 of FIG. 40 is an example of one method that may be used for producing biochar aggregate particles. In general, the method of producing biochar aggregate particles from biochar may be accomplished by first collecting the treated or untreated biochar fines at step 4002. The fines may be collected by washing the biochar media, which may cause the biochar fines and dust to be placed in suspension in the liquid solution used to wash and/or treat the biochar. The biochar fines can also be produced by grinding, crushing, sieving, or otherwise resizing biochar of a larger particle size to one better suited for extrusion, compression, coagulation, or other forms of pelletization.

For example, the biochar fines may be separated from larger biochar particles by dry-sieving to remove the fine particles followed by wet-sieving with deionized water to remove fine fractions that remained. To separate particles of 0.5 mm or less of equivalent diameter, both the dry-sieving and wet-sieving may be carried out with a US size 35 mesh sieve. Biochar fines or dust may also be created by mechanical means such as grinding cutting or crushing the raw or treated biochar particles. These mechanically created small particles can be separated as set forth above through sieving or may be collected by washing or treating the material and using the resulting solution to recover the smaller particles. The recovery of small biochar particles from the solution can be accomplished by using chemical or physical means of separation or even a combination of multiple chemical and physical separation methods or steps.

While the biochar particles or fines may be treated in advance of collection, it is also possible to treat them once collected or as part of the collection process. Optionally, other physical and chemical properties may be adjusted during the treating step, as needed, or may be adjusted prior to, or during the fines collection process. For example, the biochar fines may be collected during treatment of the biochar media (e.g., to adjust the pH). The fines may then be collected in the treating solution by adding a flocculent and/or coagulant to the treating liquid, which creates a biochar slurry (the “flocculent slurry”).

Given the application, it may be necessary to de-water the flocculent slurry before further treatment, as part of the collection process. The flocculent slurry is de-watered, typically using a belt filter press to create a biochar paste. Those skilled in the art will recognize that other de-watering systems, besides a belt filter press may be used to de-water the biochar slurry and that mechanisms other than a flocculent, such as filtration, settling, or other separation technology, may be used to separate the biochar from the minerals, inorganic compounds, and other substances found in the slurry that remain in the washing or treating solution.

Once the biochar fines are collected, a binder is then added to the biochar particles at step 4004. The binder solution used to coagulate the fines may be prepared by mixing a starch, polymer, lignin, clay, or other binder with water or appropriate solvents. The addition of the binder solution creates a biochar slurry or a paste (the “binder slurry”). The binder solution may be prepared by mixing, for example, enough corn starch with deionized H₂O to create a solution. For example, the starch may be approximately 2% by weight, but may range from 0.5% to 10% by weight. Those skilled in the art will recognize that another material, besides corn starch may be used as a binder. Additionally, other binders may be used with the restriction that they must be appropriate for the application they will be used in. So for example, they may not be toxic in the quantities used in agriculture or animal feed and must be suitable for introduction into whatever application without profound ill effect. Some examples of other generally non-toxic binders that may be used are gelatins, cellulose, sugars, or combinations thereof. While the above describes adding the binder after the flocculent slurry is dewatered, the binder may also be added to the flocculent slurry before de-watering.

Like the flocculent slurry, the binder slurry is also de-watered before further treatment, step 4006. The binder slurry may be de-watered using a belt filter press to create a biochar paste. Those skilled in the art will recognize that other de-watering systems, besides a belt filter press may be used to de-water the biochar.

Optionally, other growth or beneficial additives may also be added to the slurry at step 4006. The binder and the growth additives may be added together or at separate stages, before or after the de-watering step 4006, with or without de-watering between, depending upon the application, the binder and the additives. In either event, the biochar is de-watered at step 4006 prior to further treatment.

Such growth enhancing additives may include, but are not limited to, fertilizers and beneficial microbes that can withstand the biochar aggregation process. For certain additives, the temperature of the process may need to be adjusted to avoid, for example, the denaturing of the proteins. Such additives can be added to the biochar particles (either with or after de-watering the starch slurry) through mixing. If a fertilizer is desired, the fertilizer may be pulverized to prepare for addition. The fertilizer may be pulverized to an average particle size of <1 mm before dispensing. Liquid fertilizers may also be used in solution. For example, 1000 ppm NO3- N fertilizer solution may be used. Examples of fertilizers that may be added to the paste, include, but are not limited to the following: ammonium nitrate, ammonium sulfate, monoammonium phosphate, ammonium polyphosphate, Cal- Mag fertilizers or micronutrient fertilizers. Other additives, such as fungicides, insecticides, nematicides, plant hormones, beneficial microbial spores, secondary signal activators, vitamins, medications, supplements, or sensory enhancers may also be added to the paste in a similar manner as a fertilizer, the inclusion of which does not depart from the scope of the invention. Additionally, beneficial macro- and micro-nutrients such as nitrogen, phosphorous, potassium, calcium, magnesium, sulfur, boron, zinc, iron, manganese, molybdenum, copper and chloride can be added to the mixture at this time.

Examples of compounds, in addition to fertilizer, that may be blended with, infused into the pores of or coated on the surface of the biochar include, but are not limited to: 2,1,3-Benzothiadiazole (BTH), an inducer of systemic acquired resistance that confers broad spectrum disease resistance (including soil borne pathogens); signaling agents similar to BTH in mechanism or structure that protects against a broad range or specific plant pathogens; biopesticides; herbicides; and fungicides.

As noted above, all the above additives may also be added at various steps in the described processes, including with the flocculant or coagulant, with the binder, or prior to the creation of the slurry or biochar paste. Such additives may be added through a pre-treatment process, such as those treatment processes described above (e.g., vacuum infiltration or surfactant treatment), or other treatment processes that result in the infusion of liquids and/or vapors into the pores of the biochar. It may also be possible to contact the biochar aggregate particles, once they are produced, with additives. Such contact or coating after production of the biochar aggregate particles is within the scope of the present invention.

Once de-watered, at step 4006, the biochar particles become a thicker slurry or paste (the “biochar paste”). The biochar paste, now including a binder and possibly other additives, is then formed into solid shapes, at step 4008 and then dried, at step 4010. To form the biochar paste into solids, alternative forms of processing may be used. For example, the paste may be passed through an extruder, a pelletizer, a briquetter, a granulator and/or other heating, cooling, dehydration, or pressure system capable of forming the paste into solid shapes. Alternatively, the biochar may be mixed with the binder, both in a dry form, and then fed into the equipment used to form the solid shaped biochar aggregates while adding moisture and/or other additives.

In one example of an implementation, the biochar paste is shaped through an extruder that is heated at a temperature of 25-120° C. in order to adequately activate the starch or other binder. The extruder may be specifically set depending on the appointed application to produce an extrudate size, ranging from 1 to 5 mm in diameter. At step 4010, the resulting extrudates are dried using a hot air, tunnel oven dryer, or other dryer known to the art. For some application, e.g., when microbes are added to or inoculated into the biochar particles, it may not be desirable to use heat to activate the binder. Alternatively, lipids or other binders that bind at cold temperatures may be used, with the substitution of cooling equipment in place of heating equipment to activate said binder.

The biochar aggregate particles from the extruder may be cut into predetermined specific sized particles, which may take the form of pellets. The steps of extruding and cutting may be performed together by the extruder, or separately, again depending upon the application and equipment capabilities. In addition larger extrudates can be formed creating a biochar spike, which can be applied by pushing them into soil near existing plants or trees.

In one example of an implementation, the biochar aggregate particles may be created from pyrolyzed wood or cellulosic biomass, as described above. The resulting biochar fines or dust are then removed from the other biochar particles at step 4002. As part of the collection process, the fines may optionally be washed with a treatment solution, as described in detail above. The treatment solution may, for example, be added to neutralize the biochar pH levels, as needed, depending upon the pH of the biochar fines. A neutralized biochar slurry is then exposed to a de-watering station and a flocculent is added to coagulate the fines or dust for de-watering. To dewater the flocculent slurry, a belt filter press or other equipment known to the art may be used. Once dewatered, a starch or another suitable binder is added to the biochar particles, at step 4004. Other additives may also be added to the biochar particles during this step. The biochar particles are again de-watered at step 4006 and the slurry becomes a thicker slurry or paste. The de-watered biochar paste may then be formed into aggregate solids at step 4008, by, for example, the use of an extruder. The aggregate particles are then dried using a hot air, tunnel oven dryer, or other dryer known to the art, at step 4010. The aggregate particles could also be freeze dried (e.g., lyophilized) and/or allowed to air dry, at step 4010. Such drying can be done before or after the biochar paste is subjected to a forming processes.

Treatment of biochar fines or dust is optional, but may be desired for pH adjustment and/or removal of elemental ash and other harmful organics or materials, as described in more detail above. Depending on the chemical properties of the biochar dust or fines, either water or acidic acid can be used to adjust the pH to neutral levels, and obtain a neutralized biochar slurry. The wash may also contain a surfactant or detergent to aid in the penetration of the wash solution into the pores of the char. Those skilled in the art will recognize that other pH adjusting agents, besides acidic acid may be used to neutralize the biochar pH levels. Additionally, other binders may be used with the restriction that they must be suitable for introduction into their particular application, for example not phytotoxic for use in soil or toxic to animals or humans for use in animal feed or maintenance. Some examples of these other pH adjustment agents include, but are not limited to gypsum, sulfur, lime, or combinations thereof. As set forth earlier, treatment can be performed on the fines or on the larger biochar media from which the fines are collected.

The above illustrated example details only one method of how biochar aggregate particles may be produced. As noted above, alternate forming processes may also be used besides passing the biochar paste through an extruder, such as a pelletizer, a briquetter, a granulator and/or other heat, cold, evaporation and/or pressure system capable of forming the paste into solid shapes.

Further, in another implementation, raw or treated biochar fines and/or larger biochar particles may be dried and ground to a smaller particle size or powder. The biochar powder can then be mixed with a binder in a rotary drum to create reasonably uniform spherical biochar aggregate particles.

Further, in another implementation, the biomass, prior to pyrolysis, may be formed into solids shape aggregates, such as pellets, by equipment designed to create pellets, granules and/or briquettes. Further, these pellets may be stabilized by mixing a dry binder or a binder solution with biomass prior to pelletizing to improve the mechanical stability of the formed pellet. These binders may include but are not limited to starches, polymers, clays, or lignins.

By shaping the biomass prior to pyrolysis, the biomass may retain the solid shape. Depending upon the biomass, the biomass aggregate may need to be treated prior to pyrolysis to maintain the original shape with, for example, a binder solution. Wet formed, or solution treated pellets may require drying before handling and pyrolysis. This drying may be done using hot air, a tunnel oven dryer, or other dryer known to the art.

In creating biochar aggregates, it is critical to determine the proper biochar particle size and the proper method to use to create said particles for the biochar aggregate production. Setting the correct size limits and method will ensure the aggregates maintain the physical and chemical characteristics that make the specific biochar effective in the target application. FIGS. 41 and 42 show SEM photos from two different biomass based treated biochars. FIG. 41 shows the effect of size and grinding on particle structure for three different particle size ranges: 0.1-0.3 mm, 0.05-1 mm, and <0.05 mm. These particles were collected using two different methods: (i) sieving the as is treated biochar and (ii) grinding the as is treated biochar and then sieving. FIG. 41 shows one treated biochar (“treated biochar 1”) and FIG. 42 shows a second treated biochar (“treated biochar 2”). In the treated biochar 1 SEM photos (FIGS. 41 a, b, c, d, e and f), it is clear that the two methods of collection show no substantial difference in pore structure. It is also clear that the particle structure is destroyed once the particle sizes are less than 0.05 mm. In the treated biochar 2 SEM photos (FIGS. 42 a, b, c, d, e and f), a different observation is noted, when the material is just sieved to 0.3-0.5 mm range, the biochar particle has retained its porous structure, but when the as is treated biochar 2 is ground using a medium grind or a fine grind and then sieved to 0.3-0.5 mm range, then the porous structures have been mostly destroyed. FIGS. 42d, 42e and 42f are zoomed images of FIGS. 42a, 42b and 42 c.

In addition, various particle size ranges from the two treated biochars were further tested to see how biochar characteristics changed with particle size. FIGS. 43 a, b, c and d show the effect of size fraction on four properties, water holding capacity, pH, concentration, and electrical conductivity of two different biomass based treated biochars. For treated biochar 1, these properties, except pH, were stable across particle sizes except when the particles were smaller than 0.1 mm. This is likely due to the loss of pore structure somewhere below 0.1 mm for this treated biochar. For treated biochar 2, some properties, electrical conductivity and chloride concentration, seemed to correlate to particle size in a similar way to that of treated biochar 1. But decreasing particle size of treated biochar 2 had the opposite effect on water holding capacity and pH versus treated biochar 1.

These observations show how particle size and the method used to create them can have significant impact on both the pore structure of the particles and the biochars properties. Thus an aggregate's properties and effectiveness can be maintained, adjusted, or harmed based on the method for creating and collecting sized biochar particles in addition to the method of aggregation and may differ based on the biochar feedstock and pyrolysis method.

Further in another implementation, the biomass may be sized prior to pyrolysis so that the aggregate can be made with the as is biochar particles or treated biochar particles without additional sizing. Eliminating the need to size the biochar further, may help to maintain the biochar properties when aggregating as biochar pore structures that are susceptible to being destroyed during sizing post pyrolysis will not be harmed using this method.

As noted above, the biochar aggregate particles can be created with either raw biochar or treated biochar that is treated in the manner or method further described below. Biochar aggregate particles can be applied through a wide range of devices, including agricultural equipment including but not limited to broadcast spreaders, drop spreaders and/or hand distribution means. The application of biochar aggregate particles can be used for trees, row crops, vines, turf grasses, potted plants, flowering plants, annuals, perennials, evergreens and seedlings. The biochar aggregate particles may also be applied to animal pens, bedding, and/or other areas where animal waste is present to reduce odor and emission of unpleasant or undesirable vapors. Furthermore it may be applied to compost piles to reduce odor, emissions, and temperature or even to areas where fertilizer or pesticide runoff is occurring to slow or inhibit leaching and runoff. The aggregates may also be integrated with animal feed and/or other substances beneficial to animal health, either whole (biochar pellets mixed with separate feed pellets to form an aggregate, for example), or with animal feed or other beneficial substances mixed into the biochar slurry or paste prior to extrusion. Biochar aggregate particles may be incorporated into or around the root zone of a plant. As most trees, rows, and specialty crops extract greater than 90% of their water from the first twenty-four inches below the soil surface, the above applications will generally be effective incorporating the biochar around the root zone from the top surface of the soil and up to a depth of 24″ below the top surface of the soil, depending on the plant type and species, or alternatively, within a 24″ radius surrounding the roots regardless of root depth or proximity from the top surface of the soil. When the plant roots are closer to the surface, the incorporation of the biochar within the top 2-6″ inches of the soil surface may also be effective. Greater depths are more beneficial for plants having larger root zones, such as trees.

Biochar aggregates are particularly useful, when they will be put into an application that requires mixing with other solid granular products. This is because the aggregates can be designed and created to be similar in shape, size, or density to that which it will be mixed with. When the aggregates are physically similar to the material particles they will be mixed with then the final mixture will stay more uniformly mixed and have better flow properties. When a specific rate of each material in the mixture is needed, say in agriculture or animal feed, then a uniform mixture is critical to ensure the soil or animal consistently gets the correct rate.

I. Biochar Suspended Solution

Another application of biochar for animals and agriculture is biochar suspended in solution. In certain applications, biochar may be more effectively applied if the biochar is in suspension in solution. The biochar, prior to being put in suspension in solution, may be raw or treated, as described above. If the biochar is treated, not only can the pH be adjusted as needed, as discussed above, but also fertilizers, microbes, and host of other additives may be infused in the biochar prior to suspension in solution (as further described below). However, regardless of whether the biochar is raw or treated, the present application for the suspension of biochar in solution can be utilized for both.

FIG. 44 is a flow diagram of an example of a method that may be used for producing biochar solutions. For purposes of this application, “biochar solution” or “biochar suspended solution” shall mean biochar that has been added or suspended in a liquid, alone or in combination with other additives. In general, the method of producing liquid products containing biochar may be accomplished by sufficiently de-sizing the biochar to pass through nozzles and/or mesh screens, dispersing the biochar in solution, such as water, and adding xanthan gum and/or other additives to keep the biochar in suspension, in solution.

At step 4402, biochar particles, either treated or raw, are collected for use in solution. The biochar particles may be collected in any number of ways, including but not limited to: (i) flow from a centrifuge effluent, (ii) from biochar granular product, or (ii) a combination of both a centrifuge effluent and granulated product. In all cases, the collected biochar may be passed to a media mill, air impingement, burr grinder, or other grinding, milling, or particle sizing equipment for production of smaller particles. The media mill or other similar equipment (e.g., attritor mill) allows for the de-sizing of the biochar product through dry and/or wet grinding. Micro particles may also be collected directly by traditional desizing equipment, including but not limited to hammer mills and grinders. Those skilled in the art will recognize that other desizing equipment, such as impellers, ultrasonic mechanisms, vibrators, shakers, or other devices besides hammer mills and grinders may be used to produce and collect biochar micro particles. Flocculants such as polyacrylamide can also be used at levels of 1000 ppm or less to collect the micro particles and to create a biochar micro particle cake. The residual amount of flocculant left in the micro particle cake will vary depending on the amount of flocculant that leaves with the liquid. Those skilled in the art will recognize that other flocculants, besides polyacrylamide may be used to clump the biochar particles together and other agents besides flocculants may be used to separate the solid micro particles from liquid for storing, transporting, or other purposes. Differences or variation in liquid or gas flow speed, rate, or pressure may also be used to sort particles based on their hydrodynamic or aerodynamic properties.

At step 4404, the biochar micro particles may then be dispersed in a liquid solution to create a biocarbon solution having a biochar solid content of approximately 1-75%, most desirable ranges between 15-70%. The liquid solution may include, but not be limited to, water, deionized water, liquid fertilizer and/or any combination thereof. Other liquid and/or solid additives may also be included in solution without departing from the scope of the invention. Once mixed in solution, the resulting biochar solution may then be passed through nozzles and mesh screens to remove any large biochar particles from the solution, at step 4406. Filters, such as nozzles and screen may be used to filter particles of sizes greater than about 0.2 mm. For example, mesh screens ranging from 0.2 mm-7.0 mm in size may be used to filter undesired larger particle sizes from solution. For example, a 15 mesh screen having 1.0 mm-1.2 mm openings may be used to filter undesired larger particle sizes from solution. Those skilled in the art will also recognize that the step of filtering out the larger particles may alternatively occur prior to or during the collection process (at step 4402).

To best hold the biochar in suspension, biochar micro particle sizes of about 0.5 mm or less may be desired or may depend on the method of application. For example, if applying biochar suspended solution with irrigation equipment, less than 0.05 mm, 0.025 mm, 0.01 mm, or even less may be desired, whereas less than 1 mm, 0.5 mm, 0.2 mm, or even less than 0.1 mm may be desired if applying biochar suspended solution with varying types of fertilizer equipment.

The following table shows the particle size distribution and physical characteristics of particles when held in suspension to support the efficacy of using biochar held in suspension compared to other mixtures such as solutions and colloids:

Characteristic Solution Colloid Suspension Type of particle individual very large individual very large molecules molecules or aggregates aggregates of or ions of tens to thousands of molecules smaller molecules Particle size <1 nm ~1 nm to ~200 nm >100 nm Separation by no no (usually; otherwise, yes gravity? very slowly) Separation by no yes, for more massive yes centrifugation? dispersed particles Captured by filter no no yes paper? Captured by no yes (usually) yes membrane? Precipitatable by no yes yes flocculation? Exhibits Tyndall no yes yes Effect? Affects colligative yes no no properties? “Laboratory 18.0: Colloids and Suspensions Introduction.” Table 18-2. www.makezine.com/laboratory-18-colloids-and-suspensi/

It should be noted that the pH of the biochar solution can affect how much biochar particles will stay in solution and the viscosity of said solution. Thus it may be beneficial to add an acid or base before, during, or after these steps. For example, lowering the viscosity of the solution by adding a base to the solution prior to wet milling will allow for more efficient milling and result in a higher amount of solids fit for the solution, i.e. less particles will be removed during the large particle removal step. Then, after the wet milling an acid could be added to bring the pH back down and provide the viscous stability to ensure the particles stay and solution instead of settling.

At step 4408, a stabilizing agent may then be added to keep the biochar in flowable suspension and prevent it from settling. The stabilizing agent can include xanthan gum at about 0.1% to 0.7% by weight to the solution or it can vary depending on the solids already in solution, the percentage of solids in solution and/or the particle size of the biochar used to create the solution. Alternative natural or synthetic agents with pseudoplastic rheology capable of suspending biocarbon particles in solution may also be added at this step such as alkali swellable acrylic thickeners, inorganic substances, surfactants or other water born thickeners. Isothiazolin type preservatives could also be added to prevent biological degradation of the xanthan gum. For example, 50 ppm of active Kathon™ LX 1.5% biocide may be added to protect the xanthan gum. Those skilled in the art will recognize that other preservatives may be used to prevent biological degradation of the xanthan gum. Those skilled in the art will also recognize that the step of adding stabilizing agents may alternatively occur prior to, during, or after the collection process (at step 4402).

For example, the stabilizing agent could be added prior to the creation of the suspended biochar solution by mixing or spraying the agents on dry biochar particles either prior or post micro particle collection process. In fact, they could even be added or infuse into the biochar during the treatment processes. This could allow for the production, transport, and/or sale of a dry or semi-dry biochar product that could then be turned into a solution after production, for example at the time of sale or just prior to application at say the farm where it will be applied. Similarly, the process of adjusting the density of the biochar can be combined with the process of adding stabilizing agents or thickeners.

Depending on the thickener or stabilizing agent used at step 4408, a preservative may also be added to ensure an optimal product with long shelf life. Choosing the right preservative is important as the biochar itself can absorb certain preservatives and thus allow unwanted microbiological growth in the solution over time. Potential preservatives that may be used are polymeric preservatives such as poly quats or formaldehyde emitter preservatives. Chlorine based preservatives are not generally used as the biochar can degrade chlorine in a short amount of time. Another option to avoid biochar solution degradation is to choose a stabilizing agent that will not rot or encourage microbiological growth in the solution. One example of this is clay based thickeners such as Attagel and Veegum. An exception to this would be cases in which microbial agents are to be inoculated on or suspended with the biochar itself. A third option is to not create the solution until right before it will be used, for example at the time of sale or at the time of application. The shorter shelf-life reduces chances of solution degradation.

Optionally, growth enhancing additives, including but not limited to, fertilizers, liquid micronutrients, liquid manure, liquefied compost or compost “tea”, compost extract and beneficial microbes can be added to the biochar solution. These additives may be added either prior, during, or after the suspended biochar solution is created. For example, the additive may be infused into the biochar prior to creating the solution using vacuum infiltration or a surfactant as further described above. Alternatively, or in addition to infusing the biochar with additives, additives may be included with the biochar solution described above prior, during or after creation of the biochar solution.

For example, fertilizers may be pulverized to an average particle size of <1 mm and included with the solid biochar or added to solution. Liquid fertilizers may also be used in solution. For example, 1000 ppm NO3- N fertilizer solution may be used. Examples of fertilizers that may be added to the solution, include, but are not limited to the following: ammonium nitrate, ammonium sulfate, monoammonium phosphate, ammonium polyphosphate, Cal- Mag fertilizers or micronutrient fertilizers. Other additives, such as fungicides, insecticides, nematicides, plant hormones, beneficial microbial spores, or secondary signal activators, may also be added to the solution in a similar manner as a fertilizer, the inclusion of which does not depart from the scope of the invention. Additionally, beneficial macro- and micro-nutrients such as nitrogen, phosphorous, potassium, calcium, magnesium, sulfur, boron, zinc, iron, manganese, molybdenum, copper and chloride can be added to the suspended biochar solution. As set forth above, in addition to adding these to solution, such additives can be infused into the biochar prior to creating the solution.

Examples of compounds, in addition to fertilizer, that may be mixed with the biochar solution or infused into the biochar prior to creating the solution include, but are not limited to: 2,1,3-Benzothiadiazole (BTH), an inducer of systemic acquired resistance that confers broad spectrum disease resistance (including soil borne pathogens); signaling agents similar to BTH in mechanism or structure that protects against a broad range or specific plant pathogens; biopesticides; herbicides; and fungicides.

Those skilled in the art will recognize that there are many other mechanisms and processes that may be used to produce biochar solutions without departing from the scope of the invention. Those skilled in the art will further recognize that the present invention can be used on any type of soil application, including, but not limited to, the following: crops, turf grasses, potted plants, flowering plants, annuals, perennials, evergreens and seedlings.

By putting the biochar solution, as taught above, a variety of equipment may be used for the application of the suspended biochar solution. The ability to uniformly apply the biochar solution is also enhanced by allowing the use of pumps, sprays and various other types of equipment capable of handling liquid dispersion. For example, Sprayers, booms, and misting heads can be an efficient way to apply the biochar solution to a large area, while backpacks or hose sprayers can be sufficient for smaller applications. Aside from spraying applications, biochar solution may also be pumped through the ground to eliminate the potential for wind erosion while allowing for faster infiltration into the soil. Furthermore, biochar solution can be used in connection with a variety of equipment used for hydroseeding, manure spreading (either solid or liquid), foliar spraying, irrigation, or other liquid application technologies. As there are so many different options to apply biochar suspended solutions or solution, much time and expense can be saved.

In addition, the use of a biochar suspended solution can allow for more efficient and focused applications to ensure the biochar treatment stays in the root zone, or is deployed in the vicinity of juvenile or developing root tissue, thus reducing the amount of biochar needed on a cubic yard per acre basis. For example, if the biochar solution is put through irrigation tape that is laid directly in a row crop bed the biochar will only be treating the root zones of said crop in the beds and not the row crop furrows nor above or below the root zone in the bed. Not only does this lessen the cost by reducing the amount of biochar needed it also can lessen the cost of the application method itself as it can be applied using the same equipment that may already be available for irrigation and liquid fertilizer application.

The application of the biochar solution can be used for trees, row crops, vines, turf grasses, potted plants, flowering plants, annuals, perennials, evergreens and seedlings. The biochar solution may be incorporated into or around the root zone of a plant at ratios of between 1:999 to 1:1. However, an application does not necessarily need to be restricted or limited to these ratios. Biochar can be added to soil at a concentration of 0.01% up to 99% depending upon the application, plant type and plant size. As most trees, rows, and specialty crops extract greater than 90% of their water from the first twenty-four inches below the soil surface, the above applications will generally be effective incorporating the biochar around the root zone from the top surface of the soil and up to a depth of 24″ below the top surface of the soil, depending on the plant type and species, or alternatively, within a 24″ radius surrounding the roots regardless of root depth or proximity from the top surface of the soil. When the plant roots are closer to the surface, the incorporation of the biochar within the top 2-6″ inches of the soil surface may also be effective. Greater depths are more beneficial for plants having larger root zones, such as trees.

The biochar suspended solution may also be applied to animal pens, bedding, and/or other areas where animal waste is present to reduce odor and emission of unpleasant or undesirable vapors. Furthermore it may be applied to compost piles to reduce odor, emissions, and temperature or even to areas where fertilizer or pesticide runoff is occurring to slow or inhibit leaching and runoff. In some instances, it may even be mixed with animal feed, fed to animals directly as a liquid, or used in aquaculture applications.

Biochar solution may also be utilized and applied through irrigation equipment for both low flow and high flow irrigation systems. For the purpose of this application, “low flow system” includes but is not limited to micro sprays, drip emitters, and drip lines and “high flow systems” includes but is not limited to fixed sprays, rotors, bubblers, and soaker hoses. Although the utilization of the chemical and physical properties of biochar for optimal plant growth would ideally be most effective when applied to plants during their peak growing cycle, all of the applications discussed above can be applied at any time during the different stages of plant growth or ground preparation as needed. Similarly, the methods of application can be repeated as many times as needed from year to year depending on factors not limited to plant type, climate, soil properties, topography, and light. In summary, when any type of liquid is applied to the plants such as water or liquid fertilizer, the suspended biochar solution can be added to the liquid in order to provide further soil enhancement characteristics.

An alternative method for creating a biochar solution is to instead make a biochar slurry using a process similar to hydromulching or hydroseeding. With this method the size reduction step can be reduced or eliminated since the process is typically applicable for larger particle sizes in which the resulting slurry is applied through pumps and sprays. For this application method typically the granular biochar will be mixed with water, fiber mulch, and optionally a tackifier at time of application and then sprayed to area needed. In addition, it can be mixed with fertilizer, seeds, or other additives including dyes to help aid in uniform distribution. Typical hydroseeding and hydromulching equipment may be used and generally include a tank mounted truck that is equipped with a special pump and continuous agitation system. The pump then pushes the slurry though a hose and nozzle for application. To create a biochar slurry for this application the fiber mulch is usually a cellulose based material which can be made from shredded waste paper sources and can include dyes, binders, or other additives. The optional tackifier can include but is not limited to guar gum, xanthan gum, plantago gum, methyl cellulose, pectin, lignin, seedmeals, such as camelina or lesquerella, polysaccharide gums, or starches, such as corn starch. The addition of a tackifier increases the biochar slurry's effectiveness especially when applied on a slope, on an area that is erosion prone, or other areas that would cause concern of the biochar application being washed away due to rain or irrigation. If the slurry is to be made significantly prior to application then a preservative would likely be needed as well to ensure a longer shelf life. Otherwise the biochar, fiber, and tackifier can be mixed dry and then turned into a slurry just prior to application or even onsite, similarity to current practices of hydromulching and hydroseeding. This biochar slurry may be particularly useful in turf and landscape applications where hydroseeding or hydromulching is already being used. In the case of turf particularly, it could be either mixed with grass seeds prior to application or applied immediately prior to the hydroseeding application. A process similar to this can be used for mixing the biochar with manure to create a manure slurry, either in lagoons, or at any point prior to application of the manure.

J. Animal Applications

Generally, treated biochar of the present inventions can be used with numerous animal species, large and small scale farming, and in a variety of animal management applications and systems, and combinations and variations of these. In fact, this particular solution provides the capability to custom-manufacture biochar for a particular species, physiology, nutritional need, pathogen susceptibility, illness, environment, geographical area or other application by more precisely controlling key characteristics.

The fundamental benefit of treated biochar use in animal applications is the fact that deleterious characteristics can be adjusted and toxic materials left over from the biomass and its pyrolysis can be removed. For example, pH can be adjusted, and undesirable ash, inorganic compounds, toxins or heavy metals, and organic compounds such as acids, esters, ethers, ketones, alcohols, sugars, phenyls, alkanes, alkenes, phenols, polychlorinated biphenyls or poly or mono aromatic hydrocarbons, can be removed. As described previously, one major concern with charcoals or raw biochars used in animal applications is the potential for dioxins which are released from combustion processes and are an example of toxic material that the treatment of the present invention can remove. Thus, a treated biochar can be used in animal applications where ingestion may be possible such as bedding, or specifically as a feed additive, whether it be for general purpose such as color, manure odor control, or roughage replacement or as a technical additive as a binding agent or carrier as it can be made without toxins, specifically dioxins, consistently with various feedstocks and various pyrolysis methods without risk of harm to the animals or humans that consume the animal products/meat from said animals.

Through the use of detoxified treated biochars, the other benefits of biochar qualities can be realized in applications related to the care, maintenance and feeding of animals. These benefits can include increase in animals' uptake of foodstuffs and the energy contained within them; reduction in the amount of nutrients lost into excrement and manure; detoxification of the animal and enrichment of the beneficial microbes in the digestive track that are key to maintaining an animal's metabolism and helping it to resist dangerous pathogens; reduction in methane production; better odor control of stalls, pens, cages, lagoons and other animal enclosures; and any combination and variation of these and other benefits. The results are increased growth rates for animals consuming treated biochar, as well as better overall health of the animals that consume it, greater efficiencies in animal care and maintenance, and improved odor. As an additional benefit, manure produced by an animal that consumes biochar contains biochar, making this manure better for agricultural purposes than ordinary manure.

For animal applications, in the same way that biochars are known to bind organic contaminants in soil environments due to hydrophobic-hydrophobic interactions, treated biochar may bind organic toxins as they pass through an animal's digestive system, for example, when cattle are suffering from botulism or diarrhea.

Another toxin binding application could be with commercial farm pollinating bee hives. Bee species have been on the decline in the US and this year, the first species of bees in the continental US was placed on the endangered species list. Bee species' decline appears to be in part due to fungicides, and insecticides, including neonicotinoids, leading to bees becoming more susceptible to disease. See Pettis et al., Crop Pollination Exposes Honey Bees to Pesticides Which Alters Their Susceptibility to the Gut Pathogen Nosema ceranae, PLOS, Jul. 24, 2013 (www.journals.plos.org/plosone/article?id=10.1371/journal.pone.0070182).

Adding small particle treated biochar to a commercial hive feed patty, which generally consist of sugar and protein and may have additional vitamins or probiotics, may allow the insects to ingest said treated biochar and allow for it to help bind the pesticide toxins and help lessen their sub-lethal effects to keep the bees more resistant to pathogens even when they have been and continue to be exposed to these pesticides.

In another example, biochars were shown to absorb Cadmium, a heavy metal, but the absorption capacity was dependent on the biochar properties including the biomass feedstock type. FIG. 45 is chart illustrating biochar capacity to absorb Cadmium. Thus a specific treated biochar formulation can be developed for each toxin binding animal application to ensure optimum results for the specific toxin(s) of concern.

Another application is to use the treated biochar as bedding in order to reduce odors, absorb ammonia, and absorb toxins and thus lead to an environment that will lead to healthier animals and also lead to a better secondary product of quality manure by reduced nutrient leaching. A bedding trial was conducted with broiler chickens. After decaking the houses, the test houses had treated biochar spread evenly over the entire house at various rates while one was left as a control. The flock produced over the two sets of trials was above normal. After the first trial, manure samples were tested from each house for nutrient content and estimated 1st year availability of said nutrients. The estimated manure value was then calculated off of the estimated 1st year availability. Results showed higher value for the bedding with treated biochar, as seen in table below:

1st Year Availability (lbs/ton) Control With Treated Biochars Total N 37 35 P (P2O5) 31 34 K (K2O) 56 61 Total Est. Value $56.40 $58.90

Further, mixing treated biochar in while composting can reduce odors, these same mechanisms can be used to reduce odors when treated biochar is mixed with animal bedding, manure, swine lagoons, etc.

Typically, the prior art teaches mixing raw biochar with animal feed without ‘precharging’ with nutrients, microbes, etc. Through impregnation of the biochar particles, one can achieve a predetermined and controllable amount of a particular nutrient, medication, foodstuff, microbial community, etc. being ingested by the animal. In ruminants, once the additive laden biochar is in the rumen, data indicates that these infused additives will also be released more slowly over time, yielding yet another benefit over additives mixed directly into the feed. This integration of a beneficial additive with a biochar particle and biochar batches provides the ability to have controlled addition, use and release of the additive or additives. This integration may further enhances, promotes and facilitate animal growth and health, aid in digestion and digestibility of food, improvement hygiene, increase intestinal health, reduces the amount of nutrients lost into excrement and manure and reduces methane discharge.

Enhancing treated biochar with an additive, including infusing liquids into the pores of biochar, can provide additional benefits in animal applications, by making it an effective delivery mechanism for beneficial nutrients, pharmaceuticals, enzymes, microbes, or other substances. Additionally a sensory enhancer, such as a smell or flavor (e.g. salt), could be infused to increase the animal's desire to ingest said biochar.

The additive may include, but not be limited to, water, water solutions of salts, inorganic and organic liquids of different polarities, liquid organic compounds or combinations of organic compounds and solvents, vitamins, supplements and/or medications, nutrients, minerals, oils, probiotics, amino acids, fatty acids, supercritical liquids, growth promotants, proteins and enzymes, phytogenics, carbohydrates, antimicrobial additives and sensory additives (e.g. flavor enhancers salt or sweeteners or smell enhancers), among others, to provide nutrition, promote the overall health of the animal, and increase the animal's desire to ingest said biochar. Vitamins, supplements, minerals, nutritional and/or medications may be used to prevent, treat or cure animal illnesses and diseases and/or control the nutritional value of the animals overall diet.

For example, dietary supplementation with certain nutrients (e.g., arginine, glutamine, zinc, and conjugated linoleic acid) can regulate gene expression and key metabolic pathways to improve fertility, pregnancy outcome, immune function, neonatal survival and growth, feed efficiency, and meat quality. Such additives in the biochar can help provide the proper balance of protein, energy, vitamins and nutritionally important minerals in animal diets. Additionally, for poultry, the additive may include, for example, coccidiostats and/or histomonostats, which are both shown to control the health of the poultry. The present invention can be used to help correct deficiencies in basal diets (e.g., corn- and soybean meal-based diets for swine; milk replacers for calves and lambs; and available forage for ruminants).

The treated biochar can also have a microbial community infused in its pores (macro-, meso-, and combinations and variations of these), on its pore surfaces, embedded in it, located on its surface, and combinations and variations of these. The microbial community can have several different types, e.g., species, of biologics, such as different types of bacteria or fungi, or it may have only a single type. A primary purpose, among many purposes, in selecting the microbial population is looking toward a population that will promote animal health either directly or through interactions with other microbes in the animals digestive tract. These types of beneficial microbes are essential to a functional gastrointestinal tract and immune system in many types of animals, serving many functional roles, including degradation of ingesta, pathogen exclusion, production of short-chain fatty acids, compound detoxification, vitamin supplementation, and immunodevelopment. Beneficial bacteria include Lactobacillus acidophilus LA1 (which decreases adhesion of diarrheagenic Escherichia coli to Caco-2 cells by 85% and prevents invasion of the same cells by E. coli (95%), Yersinia pseudo-tuberculosis (64%) and Salmonella enterica serovar Typhimurium) and Lactobacillus rhamnosus GG to prevent E. coli O157:H7-induced lesions in Caco-2 cells.

Further, biochar may be impregnated with probiotic bacteria to treat diseases in farm-raised fish. Infectious diseases pose one of the most significant threats to successful aquaculture. The maintenance of large numbers of fish crowded together in a small area provides an environment conducive for the development and spread of infectious diseases. In this crowded, relatively unnatural environment, fish are stressed and more susceptible to disease. Moreover, the water environment, and limited water flow, facilitates the spread of pathogens within crowded populations. There is thus an urgent need in aquaculture to develop microbial control strategies, since disease outbreaks are recognized as important constraints to aquaculture production and trade and since the development of antibiotic resistance has become a matter of growing concern. One alternative disease control relies on the use of probiotic bacteria as microbial control agents. Another implementation of the invention therefore involves the impregnation of biochar for consumption by aquatic animals as a treatment or preventative for disease.

Additionally, biochar may be infused with bacteria which prove helpful in methane reduction. An example of this is to infuse the biochar with methanotrophic bacteria (bacteria which are able to metabolize methane as a source of carbon and energy). Bacteria which metabolize methane are useful in two regards—they can reduce the environmental methane emissions from the rumen and they (the bacteria) also serve as nutrition for the animal itself, leading to increased weight gain. Infusing biocarbon with microbes such as these can lead to methane reduction in cattle applications that exceeds the methane reduction of solely untreated biochar itself.

Additive infused biochars may be mixed with the animals regular feeds or may be included within a salt or mineral block and made available for animals to self-feed or self-administer the additives.

While this discussion focuses mainly on applications of infused biochars in connection with farm-raised animals, those skilled in the art will also recognize that the invention could also be applied more generally for veterinary purposes for many types of animals other than livestock, poultry, fish or horses, including pets, as well as in a wide variety of environments and contexts, for example, for zoo or aquarium animals or for other penned or caged animals, insects such as bees, or for wild animals.

Furthermore, the treated or additive infused biochar can be sized, agglomerated, or suspended in solution to optimize its use in a specific animal application. For example, if using as a feed additive with smaller animals or very young animals, small particles will be required and being able to suspend these small particles in a solution will make for an easier application.

In addition, if the treated or additive infused biochar is being used to deliver its specific benefit in a targeted location in the animals' digestive tract, it can be mixed with an additive or coated to allow for a slower release or a targeted release in said location. So, for example if the additive or biochar is being targeted for use in the intestines or after rumens a specific coating substance and thickness can be chosen so as to degrade at the required specified rate leading to the biochar or additive being available after the stomach or rumens. This could be specifically useful for getting beneficial microbes to targeted organs in the digestive tract. If the microbe is infused into the pores to a significant depth of at least approximately 10 to 20 microns, then both the biochar structure itself and a coating could be used to protect the microbe through harsh conditions, such as stomach acid, prior to getting to the targeted organ location. In addition the coating can help to make the particle smoother to aid in digestion or could be flavored to increase the animal's acceptance of it for ingestion.

Treated biochar and additive infused treated biochar can be used in promoting growth and health in livestock (dairy and beef cattle, sheep, goats and swine); poultry; farm-raised wild animals (e.g. bison, deer and elk); farm-raised fish and other aquatic animals; horses and other members of the horse family; for controlling levels of certain pathogens, e.g. salmonella in poultry; for veterinary uses, such as delivery systems for medications, supplements and/or vitamins; for maintenance and welfare of zoo animals or other caged, penned or contained animals; for pets; for zoos and aquaria; for wild animals; for insects, such as bees, and for combinations and variations of these.

Treated biochars and practices and methods provide for healthier animals, increase food intake efficiency, promote better digestion and reduce methane emissions, and combinations and variations of these, and other features that relate to the increased holding, retention and time discharge features of the present biochars and processes.

Treated biochar may also be used in other applications, for example, such mixing with manure in holding ponds to potentially reduce gaseous nitrogen losses, soil remediation (for example absorption and capture of pesticide, contaminates, heavy metals, or other undesirable, disadvantageous soil components), ground water remediation, other bioremediations, storm water runoff remediation, mine remediation and mercury remediation.

In summary, the treatment processes of the present information may be used to clean the pores of the biochar, ridding the pores of dioxins or other detrimental substances, or infiltrating the pores of biochar with a variety of substances, for a number of purposes, including but not limited to, infiltrating the pores of biochar with nutrients, vitamins, drugs, microbes, and/or other supplements, or a combination of any of the foregoing, for consumption by animals. The treated biochar may also be applied to animal pens, bedding, and/or other areas where animal waste is present to reduce odor and emission of unpleasant or undesirable vapors. Furthermore it may be applied to compost piles to reduce odor, emissions, and temperature to enable the use of the food waste and animal feed in composting. Biochar can also be applied to areas where fertilizer or pesticide runoff is occurring to slow or inhibit leaching and runoff. The biochar may also be treated with additives which make it easier to dispense or apply, such as non-toxic oils, anti-clumping/binding additives, surface drying agents, or other materials.

While the above teaches a treatment process for biochar that increases the amount of additives that can be retained within the pores of the biochar, it is within the scope of the present invention to contact raw or treated biochar with additives (e.g. by submersion) for purposes of creating a delivery system for additives useful for animal health and consumption.

As set forth above, the treated biochar of the present invention may be used in various agriculture activities, as well as other activities and in other fields. Additionally, the treated biochar may be used, for example, with: farming systems and technologies, operations or activities that may be developed in the future; and with such existing systems, operations or activities which may be modified, in part, based on the teachings of this specification. Further, the various treated biochar and treatment processes set forth in this specification may be used with each other in different and various combinations. Thus, for example, the processes and resulting biochar compositions provided in the various examples provided in this specification may be used with each other; and the scope of protection afforded the present inventions should not be limited to any particular example, process, configuration, application or arrangement that is set forth in a particular example or figure.

Although this specification focuses on applications related to the maintenance, care, feeding and health of animals, it should be understood that the materials, compositions, structures, apparatus, methods, and systems, taught and disclosed herein, may have applications and uses for many other activities in addition to agriculture for example, as filters, additives, and in remediation activities, among other things.

K. Treated Biochar and Water Purification

Research has shown that treated biochar provides an efficient and effective method of removing contaminants from water containing nutrient pollutants, such as phosphorus and nitrogen, as well as other contaminants, such as trace organic compounds, hormones, heavy metals, antibiotics and pathogens. While treated biochar particles larger than 1 mm in equivalent diameter may be used in water treatment processes, those of smaller diameter, such as the fines typically defined as less than 0.5 mm and greater than 0.1 mm, may be better suited for water treatment applications. Dust, typically defined as less than 0.1 mm, may be less useful in water treatment applications as biochar particles in this size range has been found to tend to have less efficacy as well as they have the potential to lead to safety and handling concerns. In addition, if used in water treatment they are likely to be more mobile due to this small size and may migrate to later processing steps causing potential flow restrictions due to clogging of later medias or if not caught they could flow out with the treated effluent leading to potential off-spec treated water. This treated dust can be turned into effective material if its agglomerated into larger particle sizes either alone or with other materials, including treated biochar fines or with additives that help with agglomeration or efficacy. As taught previously, there are many methods for agglomeration of biochar particles.

During the production of biochar, large portions of biochar fines or dust particles are created. Rather than result in loss of useful product, the biochar fines can be collected for use in connection with water treatment processing or other applications requiring small particle sizes such as uses as microbial carriers, slurries, or input to a granule, extrusion, or pellet making process. Thus, the present invention provides a highly beneficial use for the biochar dust and fines, which are generally discarded.

As discussed above, the treated biochar particles, whether of larger size or as fines, may then be used in any method of water treatment process that would use the carbonaceous substrate to remove water contaminants. There are three general mechanisms that allow the treated biochar to help in contaminant removal in water treatment. These mechanisms could work independently or in conjunction with the others depending on the contaminants targeted for removal and the specific water treatment system utilizing the treated biochar. The first mechanism is that of adsorption, which, like the mechanisms in activated carbon, allows heavy metals and organics to be strongly adsorbed to the external and internal surfaces of the biochar. The second mechanism is a less strong mechanism in which the contaminants are retained and exchanged either on the biochar internal and external surfaces or within the solutions contained within the biochar's pore volume. This mechanism is particularly useful for removal of plant macro and micro nutrients such as nitrates and phosphates from the water being treated and then later allowing them to be released, say when that treated biochar is reused in an agricultural setting and thus become accessible to the growing plants. The third mechanism involves microbial interactions with the treated biochar. This mechanism could be either housing microbes that would help in the removal of water contaminants or for the treated biochar to remove unwanted microbes that are in the water being treated or both.

This third mechanism is particularly suited for treated biochar as it has successfully been shown to be an ideal microbial carrier. Thus, a treated biochar could be impregnated with specific microbes, using methods as described previously, that would remove targeted contaminants. For example, if one of the target water contaminants is E. coli, the treated biochar could be impregnated with an E. coli predator, such as phages, Bdellovibrio bacteriovorus, protozoa, nematodes, rotifers, or Bryozoa. In addition, since different microbes would require different habitat characteristics to flourish within the biochar, such as pore size and surface properties, the biochar could be treated in a way to maximize the optimal characteristics for the impregnated microbe.

As just described, removing unwanted water microbes, such as bacteria, can be done using treated biochar impregnated with predatorial microorganisms, but there are other mechanisms or methods that allow treated biochars to accomplish this goal. With proper physical and chemical characteristics, a treated biochar could simply physically or chemically retain or capture the microbes within itself. Another method would be to infuse the biochar with a chemical that would destroy or inactivate the targeted microbes. This could be done with anti-microbial or antibiotic chemicals or chemicals that could disrupt the molecular signaling between the target microbes.

Mohanty et. al, Efficacy of biochar to remove Escherichia coli from stormwater under steady and intermittent flow, Water Research (2014) teaches that biofilters are typically not effective in removing bacteria from storm water particularly when there is natural organic matter present and/or when the water flow is intermittent but that the addition of biochar to the biofilter design could be an effective method for improving biofilters efficacy in the removal of bacteria from storm water. Mohanty's experimental results showed that different biochars had different efficacies in removing E. coli although they were all more effective than sand, which he attributed to stronger attachment of E. coli to the carbonaceous material surface and due to the higher water-holding capacity of the biochar. The different biochars used in the experiment had different properties when it came to VOCs, surface area, and ash, although they had a similarly high pH of about 9. Also taught is that based on the negatively charged surfaces of E. coli, attachment onto the surfaces of biochar should improve if the pH of the biochar was reduced. In addition, it is theorized that hydrophobicity will also play a role in the attachment.

Since the treatment of biochar, as described previously, can impact the surface properties, hydrophobicity, pH, ash, and other properties of the biochar, it can be expected that a raw biochar can be treated to improve its efficacy in removing E. coli or other bacteria. It is also expected that the treatment would be specific to the particular microbe targeted for removal. The optimization of biochar characteristics for the removal of microbial contaminants, or any other contaminant, can be further improved if all steps of developing the treated biochar are optimized for them, including the choice of feedstock, the pyrolysis conditions, the treatment method, and any post processing steps such as particle sizing.

Various water treatment systems can utilize treated biochar. Such systems may include public and private water treatment system for various uses, including the treatment and decontamination of water as a waste or by-product of a process, such as the water used in a biomass conversion process to transport fuel, as taught by U.S. Pat. No. 9,216,916, which is incorporated by reference in its entirety into this application.

The simplest way to incorporate treated biochar into water treatment systems is to use it in place of or in addition to other conventional filtration media, such as sand or activated carbon. Thus, it could be used in conventional and/or industrial water purification systems or in biofilters which are commonly used in storm water purification. But, there are other ways to incorporate the treated biochar such as for example, in the system and method taught by U.S. Patent Application 2015/0144564 (the '564 Application”). The '564 Application, depicts removal of contaminants including organic and inorganic chemicals, such as phosphates and metals, that can be efficiently adsorbed to carbonaceous substrates that are modified by metal salts, such as iron salts. For this carbonaceous substrate, several of the embodiments disclosed by the '564 Application rely on the use of biochar, which may be introduced into the treatment process in the wastewater flow pathway as a dry material or as a fluid slurry or suspension, or both in concentrations appropriate to the contamination level of the wastewater. It is also disclosed that optimum mixing and reaction times for the wastewater and the various treatments will be determined by the particular wastewater's chemical characteristics, including, but not limited to, pH.

As discussed previously, the biochar fines may be particularly useful for use with the present application and may be collected by washing the biochar media, which may cause the biochar fines and dust to be placed in suspension in the liquid solution used to wash and/or treat the biochar. The methods for creating a treated biochar slurry can include those that were discussed previously. The biochar fines can also be produced by crushing, sieving, or otherwise resizing biochar of a larger particle size to one better suited for the particular application, e.g. water purification.

For example, the biochar fines may be separated from larger biochar particles by dry-sieving to remove the fine particles followed by wet-sieving with deionized water to remove fine fractions that remained. To separate particles of 0.5 mm or less of equivalent diameter, both the dry-sieving and wet-sieving may be carried out with a size 35 mesh sieve. Biochar fines may also be created by crushing biochar particles into dust or fines and separated as set forth above or collected by washing or treating the crushed biochar media and removing the fines by collecting the fines in a washing or treating solution using a flocculent, coagulant, or other chemical or physical methods of separation. When removing the fines from suspension in solution, the viscosity and flow rate of the fluid may be varied to capture particles of varying sizes. For example, smaller particles typically have less mass and are more likely to become suspended in a flowing liquid. The rate of liquid removal from the treatment vessels, the tortuosity of the path, the viscosity of the liquid may all be adjusted to remove particles of given geometries, drag coefficients, densities, and flow characteristics. Additional liquid may be added with specific properties to assist with this separation of particles either before or after a treatment stage, or before or after a moisture removal stage. Additionally, the treatment vessel itself may be rotated to allow for the free motion of particles in the liquid. Particles may also be removed during moisture removal stages if mechanical methods of moisture removal (e.g. centrifuge) are used. The rotational speed of a centrifuge or other mechanical dryer may be varied to allow for removal of varying particle sizes.

While the biochar fines may be treated in advance of collection, it is also possible to treat the biochar fines once collected or as part of the collection process. Optionally, other physical and chemical properties may be adjusted during the treating step, as needed, or may be adjusted prior to, or during the fines collection process. For example, the biochar fines may be collected during treatment of the biochar media (e.g., to adjust for pH). The fines may then be collected in the treating solution by flocculation and/or coagulation by adding one or more flocculant/coagulant chemicals to the treating liquid, which creates a biochar slurry (the “flocculant slurry”). In some cases, the flocculants/coagulants used may be chosen or tailored to improve the adsorptive properties of the aggregates formed. If the substances to be ultimately removed during the water treatment process are known, a specific flocculant/coagulant or combination of flocculants/coagulants may be used for their ionic sorption properties that assist the sorption of the treated biochar itself. Mineral, natural, or synthetic flocculants/coagulants may all be used individually or in combination to coalesce the fine/small particles and also to result in the proper final properties to make the material suited for use as a water treatment product. Some examples of flocculants which may be used are activated silica, colloidal clays such as bentonite, metallic hydroxides, starch derivatives, polysaccharides, alginates, polyacrylamides, polyethylene-imines, polyamides-amines, polyamines, polyethylene-oxide, or sulfonated compounds.

Given the application, it may be necessary to de-water the flocculant slurry before further treatment, as part of the collection process. The flocculant slurry is de-watered, typically using a belt filter press to create a biochar paste. Those skilled in the art will recognize that other de-watering systems, besides a belt filter press may be used to de-water the biochar slurry and that mechanisms other than a flocculant, such as filtration, settling, or other separation technology, may be used to separate the biochar from the minerals, inorganic compounds, and other substances found in the slurry that remain in the washing or treating solution. The paste may then be dried out using a hot air, tunnel oven dryer, or other dryer known to the art, or may be permitted to air dry or be freeze dried prior to use in a water treatment process. The material may also be molded or formed into shapes conducive to filtration applications prior to drying. Binders may optionally be added at this stage to assist with the ability of the aggregate to hold shape for extended periods of time.

Biochar fines may be treated, as needed or desired, for pH adjustment and/or washing away of elemental ash and other harmful organics or materials, as described in more detail above. Depending on the chemical properties of the biochar dust or fines, either water or acid can be used to adjust the pH to neutral levels. The wash may also contain a surfactant or detergent to aid the penetration of the wash solution into the pores of the char. The resulting composition after treatment results in a neutralized biochar slurry. Those skilled in the art will recognize that other pH adjusting agents, besides acid may be used to neutralize the biochar pH levels. Some examples of these other pH adjusted agents can include, but are not limited to gypsum, sulfur, lime, or combinations thereof. As set forth earlier, treatment can be performed on the fines or on the larger biochar media from with the fines are collected.

Research has shown that using biochar that has been treated in accordance with the methods disclosed in this application in the water flow pathway of water treatment processes can increase the sorption of contaminants by the biochar over raw carbonaceous substances and can significantly improve the efficiencies of such processes. Research has also shown that different formulations of these treated biochars can have different efficacies on this sorption. For example, Dr. Jim Ippolito with the Department of Soil and Crop Sciences at Colorado State University and formerly with the USDA-Agricultural Research Service in Kimberly, Id. in conjunction with Dr. Mark G. Johnson with the US EPA in Corvallis, Oreg. compared different treated and raw biochars to determine their effectiveness on sorbing metals from solid mine-waste leaching. The metal sorption experiment was done using metal-laden soil from the Tri-State Mining District in Southwestern Missouri and the Synthetic Precipitation Leaching Procedure (SPLP) to extract the metals from the soil. The SPLP extract was then contacted with the biochars for 24 hours. Cadmium, copper, and zinc concentration of the extract prior and post contact was then compared to determine the percent removal of the metals. The results depicted in FIG. 46, show that different treated biochar formulations had different removal efficiencies. Formulation 3, showed the best results removing greater than 99% of all three metals tested. These results show treated biochars potential benefits, particularly realizing that Cadmium is considered a difficult metal to remove.

One contributing factor for treated biochars having a greater efficacy in water treatment applications is that raw biochars can be hydrophobic in nature; whereas treatment of the biochars leads to a product that is hydrophilic. This surface hydrophobicity or hydrophilicity is the same property that helps with water retention discussed previously.

Treated biochar, once used in the water treatment processes, may have useful purposes and need not be discarded as a waste product after use. For example, treated biochar that has been used to remove nutrients beneficial for plants or animals, for example phosphorous or potassium, from water may be used in agricultural applications or for use for consumption by animals. The biochar may further be infused or contacted with nutrients, vitamins, drugs and/or other supplements, or a combination of any of the foregoing, as well as beneficial microbes that promote growth and health, fight diseases and pathogens and solubilize minerals for agricultural purposes and/or consumption by animals. For example, the biochar may be infused with mineral solubilizing microorganisms (“MSMs”), using the treatment methods set forth above, MSMs that solubilize phosphorus or potassium include bacteria such as several species of bacteria, including Bacillus mucilaginosus, Bacillus edaphicus, Bacillus circulans, Paenibacillus spp., Acidothiobacillus ferrooxidans, Pseudomonas and Burkholderia; fungi such as Glomus mosseae, Glomus intraradices, Aspergillus terreus and Aspergillus niger. Additionally, the treated biochar, once used in treatment processes may be re-treated, using the process described in this application, to remove contaminants prior to introduction into the soil or use in an animal environment. In some cases, the re-treated biochar (after use in water treatment) may be suitable for re-use in water treatment applications. This post-treatment can thus allow for recycling of the biochar for water treatment, or effective reuse in plant or animal health applications.

Biofilters, also known as bioreactors, are another example of a water treatment system that has a high potential for improved efficacy and additional benefits when designed with treated biochar instead of or in addition to conventional treatment media or raw biochars. Biofiltration is commonly used in storm water management, agricultural or industrial waste water, and other contaminated surface runoff or leachate applications. It generally consists of filter media with a biofilm: a layer of a community of biological organisms—including microorganisms, such as bacteria, and fungi, macro-organisms, such as protozoa and worms, and extracellular polymeric substances. When used in wetlands or greenbelts then often plants are part of the system as well. As discussed previously since treated biochars show improved benefits when applied in the root zone of plants and in helping to maintain and improve microbial growth just adding treated biochar to a biofilter system can make some of the existing mechanisms, microorganisms and plants, more robust and thus effective over time. In addition, the treated biochar can, in itself, also be used to remove contaminants.

If treated biochar is used in a biofilter system that includes plants then the system can be optimized to keep the treated biochar working as time goes on and never becoming completely spent or ineffective. For example, if the water going through the biofilter is contaminated with plant nutrients, such as nitrogen and phosphorus, then the treated biochar can retain these nutrients and make them plant available for example either due to the physical and chemical properties of the biochar or by infusing it with MSM. This process is basically keeping the treated biochar ever regenerating. This is unlike other media which would hold these contaminants tightly, and thus not be plant available, and then after some time would become saturated to the point that they are no longer effective at removing these contaminants.

This same plant and treated biochar system interaction could also be used on contaminants that are not plant nutrients, such as heavy metals, but in this case robust plants would need to be chosen so that they could effectively uptake the contaminants and continue to grow. Also, the plants themselves would need to be routinely removed and replaced to fully remove the contaminants, such as heavy metals, from the full biofiltration system. Again, this would allow the treated biochar to be available to continue to remove contaminants by creating a system that is practically self-regenerating.

A targeted contaminant or set of contaminants in a water to be treated can be used to identify the most effective treated biochar formulation, including the optimal physical and chemical properties and any effective additives that should be infused into the treated biochar. If the water treatment system includes plants then in addition to identifying the optimal treated biochar, the treated biochar should be paired with a specific plant or set of plants that will allow the system to be most effective at removing the targeted contaminants over time. Only specific pairings will be able to utilize this contaminant-biochar-plant interaction to self-regenerate the treated biochar media, where the biochar retains certain contaminants, then makes them plant available, and then the plant uptakes them.

In some biofilters or other storm water treatment systems, compost is often used to improve efficacy due to its ability to retain many contaminants and support living organisms that are a part of the system such as the biofilm layer or plants that are used in the system. But this compost has two main drawbacks first it tends to have high phosphorus leaching and the compost will continue to break down over time leading to system efficacy degradation. Thus treated biochar can be used to replace this compost or in conjunction with the compost to improve efficacy on certain contaminants such as phosphorus and to improve the efficacy of the system over the life of the system due to biochars' stability and extremely slow degradation. If biochar is used in conjunction with compost it can be mixed together with the compost, put upstream of the compost, put downstream of the compost, or any combination of these three.

The foregoing description of implementations has been presented for purposes of illustration and description. It is not exhaustive and does not limit the claimed inventions to the precise form disclosed. Modifications and variations are possible considering the above description or may be acquired from practicing the invention. The claims and their equivalents define the scope of the invention. 

1.-20. (canceled)
 21. Biochar for use in the water pathway of a water treatment process, the biochar comprising treated biochar fines that have been treated to make the biochar more hydrophilic than raw biochar fines.
 22. A method for collecting biochar fines from biochar for use in the water pathway of a water treatment process where 95% of the biochar fines are between 0.1-0.5 mm in equivalent diameter, the method comprising the step of: treating biochar with a treating solution; and adding one or more flocculant and/or coagulant chemicals to the treating solution to create a biochar slurry.
 23. The method of claim 22 where the flocculants and/or coagulants chemicals improve the adsorptive properties of the biochar fines.
 24. The method of claim 22 further comprising the step of placing the biochar slurry in the water pathway of a water treatment process.
 25. The method of claim 24 where the biochar slurry is de-watered prior to placing the biochar slurry in the water pathway of a water treatment process. 